tender for Development of Road Under CM-GRID Scheme FROM UNIVERSITY ROAD TO HANUMAN SETU DHAM ROAD VIA RLB ROAD CHAURAHA (KALAKANKAR ROAD) • UNDERBHARTENDU HARISHCHANDRA WARD, FROM PURANIYA ALIGANJ ROAD TO SULABH TOILET, SAVITRI APARTMENT VIA MAMA ROAD &SAVITRI APARTMENT TO KURSI ROAD PETROL PUMP and TADIKHANA DIVIDER ROAD TO PAPPU GENERAL STORE VIA VINDHYACHAL TEMPLETOBATI CHOKHA RESTAURANT . Package No- LKO/CMG/02, 1 Road No-1: FROM UNIVERSITY ROAD TO HANUMAN SETU DHAM ROAD VIA RLB ROAD CHAURAHA (KALAKANKAR ROAD) 2 PART 1 (CIVIL WORK) 3 Pathway & Other Works 4 Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 5 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar 6 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 7 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 8 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 9 Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 10 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 11 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work. 12 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Ditance upto 10 km 13 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 14 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 15 Brick work with common burnt clay F.P.S. (non modular) bricks of class -150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 16 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M35 grade with minimum cement content of 370 kg /cum All Work up to Plinth level 17 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars of grade Fe-500D or more 18 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 19 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 20 Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 21 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern 22 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 23 Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. 24 Providing & laying coloured and textured imprinted cast in place M -30 GRADE concrete flooring, applying finishing the top surface, in accordance with sprinkling of colour hardener at the rate of 2.7 kg./sq.mt. Floating the surface application of release agent, stamping the concrete with stamping tools, cleaning the surface with water jet (next day) and application of acrylic based sealer for finishing complete as per directions of the engineer-in-charge. The work includes providing and Laying av. 75 to 100 mm thick M20 grade BMC / RMC concrete using 420 kg of cement per cum. of concrete including well compaction, necessary finishing top surface, side supports, leveling, ;pumping, curing, compound etc. complete.Treatment of Construction Joints by Groove cutting of size 4 mm x 20 mm in panel size approximately 3mtr x 3 mtr and filling the same with 6mm braker rod and providing & laying PU based joint sealer Impact flex 100 or equivalent etc(Bomanite or equivalant).all complete as per approved design, pattern & direction of Engineer in charge. 25 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 26 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 27 Supplying & Laying of Precast Saucer Drain 100 thick 300 mm wideinluding sand bed etc all complete in direction of engineer in charge 28 Providing and laying at or near ground level factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 29 Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. 30 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. 31 Providing & fixing of Quartz Cobble Stone Paving Size 100x100x 100 mm including filling of mortar in joints & 40 mm thick base including all necessary T&P all complete in direction of engineer in charge. 32 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 33 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent 34 Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete.New work (Two or more coats) 35 Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. (Old CC paver blocks shall be supplied by the department free of cost). 36 Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) 37 Landscape & Horticulture with Cowdung, Mauure, Good earth complete direction of engineer in charge. 38 Providing & Laying reinforced cement concrete pipe NP3 for Planter including excavation, protection work, backfillin, concrete and masonary works all complete in direction of engineer in charge and detail as per given at site 39 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as perdrawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job.The barricading shall not be removed without prior approval of Engineerin-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). 40 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 41 TREE SURROUNDING 42 CONCRETE BOLLARDS 43 TABLE TOP CROSSING 44 BILL OF QUANTITY FOR BITUMEN ROAD 45 Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 46 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Ditance upto 25 km 47 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete 48 Supplying & Laying of Stone Agrregate 45 to 63 mm etc all complete in direction of engineer in charge. 49 GSB Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC. And compacting with smoothwheel roller to archieve the desired density, complete as per (MORD) technical specifcation Clause-401. 50 Wet Mix Macadam (plant Mix Method) Providing, laying, spreading and comacting graded stone aggegate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base /base course on well preared surface and compacting with vibratory roller to achieve the desired density. 51 Dense graded bituminous macadam Providing and laying dence graded bituminus macadam with higher capacity HMP using crushed aggregates of specified grading, premixxed with bituminus binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieved the desired compaction as per MoRTH specifcation clause No. 505 complete in all respects. 52 Prime Coat over WMM/WBM Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. 53 Tack Coat on Bituminous Surface Providing and applying tack coat with bitumen VG-10using bitumen pressure distributor at of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 54 Bituminus Concrete Providing and laying bituminus concrete with higher capacity hot mix plant using crushed agrregate of specied grading. premixed with bituminus binder @5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and aligment rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH spcification clause No. 507 complete in all respects. 55 BC with Waste Plastic additive : Providing and laying Bituminous concrete using crushed stone aggregates of specifiled grading. premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver flnisher equlped with electronic sensor to the requlred grade, evel and alignment and rolling wlth smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 56 Road Marking with Hor Applled Thermoplastie Compound with Reflectorising Glass Beads on Bituminous Surtace, Providing and laying of hot applied thermoplastic compound 2.5 mm trick including reflectorising glass baads. © 250 gms per som area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be lavel, uniform and tree from streaks and holes. 57 Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud shall be Suggestive moulded from ASA (Acrylic Styrene Acrylonitrile) or HIPS (High-imoad Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with AST D4280. The Reflective panes shall consist of number of lenses contating single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecryiate conforming to ASTM 0788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shail not be less than 13.00 sq.cm. the marker height shai not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker. excess adhesive on the pavement and adhesive on tha exposed surfaces of the markers shall be immediately removed. The contractor shall submil a two year warranty for salisfaciory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer, In addition. a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contracior who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get wom out or lose their reflectivity compared to stipulaled standards. the contractor would be required lo replace all such markers within 15 days of the intimation from the [Engineer, at his own cost. The rate shall include all malerials, labour, T8P, transportation, instaliation and incidentals all complete as per direction of the Engineer-in-Charge. RPM with Shank 58 Bill of Quantity For Drainage 59 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work. 60 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) 61 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 62 All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum 63 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 64 Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 65 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. 66 Providing & Laying reinforced cement concrete pipe NP3 for culvetrs on the first class bedding of granular material including fixing with cement mortara 1:2 but excluding excavation, protection work, backfillin, concrete and masonary works in head walls and parapets clause1106 67 600 mm dia 68 750 mm dia 69 1000 mm dia 70 1200 mm dia 71 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 72 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 73 Providing and fixing factory made Thermodrain FRP Grating drain covers, havingsize upto 600x1001x30 mm, Gratings are with 0% filler & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn’t allow the gratings to crack due to its high cohesion. This enhances the life of the product by 50% under exposure to load, Sunlight or Rainfall and LOAD BEARING 10 tonne capacity all complete in direction of engineer in charge. (Make Thermodrain/ Aco Drain/ Zurn) 74 Providing and fixing factory made Thermodrain FRP Grating drain covers, havingsize upto 600x1001xThickness should be load capacity, Gratings are with 0% filler & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn’t allow the gratings to crack due to its high cohesion. This enhances the life of the product by 50% under exposure to load, Sunlight or Rainfall and LOAD BEARING 40 tonne capacity all complete in direction of engineer in charge. (Make Thermodrain/ Aco Drain/ Zurn) 75 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 76 Supplying & Fixing of FRP / GRP / COMPOSITE(Tested as per BS EN 124 or IS 1726) resin manhole cover and frame of appropriate size and load capacity of approved brand THERMODRAIN confirming to BSEN – 124:1994. Product shall have top abrasion resistant layer of decorative grey granite finish. It shall also confirm “Permanent Set” criterion as per BSEN124. Product should be tested in test lab for load capacity and permanent set. The lifting arrangement should have an insert of 5mm in Glass Filled nylon socket type with key hole. (Make Thermodrain/ Aco Drain/ Zurn) 77 300mm X 300mm 78 450mm X 450mm 79 600mm X 600mm 80 1000mm X 1000mm 81 RAISING MAIN HOLES 82 Detail OF Measurement and Calculation of Quantities Lighting 83 Supply & fixing of 9 mtr Gl Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thlk) having 3mm thikness with Double arm bracket (1 Mtr length each ) on RCC foundation including the cost of foundation, foundation bolts.excavation & back filling and Required T&P completee in all respect 84 Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 110 to 130 Watt. Confirming to IP 66 Protection complete in all respect.CAT- AAA 85 S/L of 16sq.mm.4core Alu conductor PVC insulated armoured served sheathed cable 1100 V grade at depth of 750mm below ground level over a cushionof 75mm thick & arround and protected with burnt bricks on, Protected with burnt bricks on side and on top on surface., The cable run shall be fixed on M. S. Clamps etc.of suitable size or as per direction of Ell. comp. in all resp. The Armouring of the cable, shall be properly connected with the earth conductor by clamps etc. 86 50 Sq mm 87 S/L of 6/4/2.5 PVC/HDPE pipe 88 Boaring (Buggi) for Cabling work below 3.5mt Ground Level Including HDPE pipe 89 Fixing & Making Connection of Each Street Lightby S/1 1.5sqmm FRLSH Copper wire , Lug, MCB, Base Plate Complete as per Direction of Ell 90 Supply and burring of safe Earthing electrode T-19 (Hot Dip Galvanized), Length up to 2000mm. outer pipe 50mm inner pipe 25, terminal Dia 12 mm, outer Gl Pipe of 16 swg and inner Gl Pipe of 12 swg with hot Dip Galvanization up to 100 micron filled with crystalline conductive Mixture (CCM) having anti corrosive & conductive property with 50 Kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I frame with hinged Cover & masonry hosing (from electrode terminal to switch board, cost of 25x3 G.l strip will be extra) 91 S/F 40 Amp. TPN automatic street light cubical control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO-IOO series with contractors HRC fuses isolating switch metering instrument & instrument box with CTS etc. in case of TPN, complete in all respect. 92 Bill of Quantity For Benches 93 Supply and fixing of Sand Stone Bench (Size 1500x450x450) mm including grouting in R.C.CBlock etc. all complete in direction ofEngineer in charge. 94 Supplying & fixing of Cast iron bench with back with logo and hand rest in tradtional style bench fixing in R.C.C. block in size 600x600x600 all complete with painting of any colour & any shade etc all complete as per approved specification and drawing 95 Bill of Quantity For Dustbins 96 Fabrication and supply & Fixing of Stainless Steel grade 304, Sheet thickness = 1.2 mm, Double Dustin Situable for air port, Park, Metor Stations etc.with civil work including all necessary T&P etc all complete in direction of engineer in charge.(Model No. OZUF-DB-BO-LID, Make -Ozone/ Jindal/ J.C.Decaux or equivalent) 97 Bill of Quantity For Multi Duct System 98 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work. 99 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) Using doncrete HPC @0.90gram per bag of cement IS:9013 Make Donbuilding chemical or equvellent 100 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required.200 mm dia (OD-200 mm & ID-175 mm nominal) 101 Providing & Fixing of 7 Way 40mm Multi Ducts with solid permanently solidly lubricated Silicorein inner layer for ICT fibre cables comforming to ASTMF 2160, ASTM D 2444 and /or equivalent indian standard External Sheath shall be in Orange Color and shall be free from visual defects likeblisters. shrink holes, flakıng, scratches, groove lines & surface roughness. The colour of the7 nos.PLB HDPE ducts shall be Green, blue, yellow, Brown, violet, Grey Red for differentiation. Outersheet thickness shall S 1.2mm 0.2mm. The inner surface of the multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. Wall thickness(mm) ofeach of the ducts Excluding rib height shall be 2.9mm 0.3mm. ISO Requirements- ISO 9001,14001, 18001 complete as per specifications and directions of Engineer-in-charge. 102 Providing & fixing of Prefabricated Manhole Suitable for 7 way multi Ducts (Size as per Drawing ) including all necessary T&P all complete in direction of engineer in charge. 103 Providing & fixing of Prefabricated Manhole SingleDucts (Size as per Drawing ) including all necessary T&P all complete in direction of engineer in charge. 104 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand :10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 105 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameterand 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 106 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 107 Supplying & Fixing of FRP / GRP / COMPOSITE Man hole cover with information imbosed over it(Tested as per BS EN 124 or IS 1726) resin manhole cover and frame of appropriate size and load capacity of approved brand THERMODRAIN confirming to BSEN – 124:1994. Product shall have top abrasion resistant layer of decorative grey granite finish. It shall also confirm “Permanent Set” criterion as per BSEN124Product should be tested in test lab for load capacity and permanent set. The lifting arrangement should have an insert of 5mm in Glass Filled nylon socket type with key hole. (Make Thermodrain/ Aco Drain/ Zurn) 108 600mm X 600mm 109 1000mm X 1000mm 110 Bill of qunatity forConstruction of Electrical Duct size 1.00 X 1.00 Mtr. 111 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work. 112 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like 113 Disposal of Malba & other Dismantled material distance up to 10Km including lead & lift etc all complete in direction of engineer in charge. 114 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 115 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cementcontent, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 116 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 117 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum 118 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 119 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 120 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 121 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 122 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (Providing and fixing of three tyre MS brackets Grout in holdfast (make Rawlplug/ Hilti or equvellent) as cable tray as per drawings , specifications & approval of the engineer in charge. ) 123 Providing weep holes openings in duct bed, fixing 100 mm dia. pipe & grating, filling & compacting required pebbles & coarse aggreegate around etc. including cuttings, making proper gradient, reparing with same mortar, cost ofall materials of approved standard quality, labour and T & P etc.as directed by engineer - in -charge. 124 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 125 BILL OF QUANTITY FOR SIGNAGES & OTHER WORK 126 Delineator supply & Fixing of M S Delineator made of mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface be conceited so that there should not be any exposed surface without powder coating. Alternatively these metal guide poles can be concealed so that height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel guide Poles shall conform to Type X1 sheeting specification as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time. The retro reflection sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, Impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtaining from international/Government Laboratory / Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in aboard. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall be uploaded which quoting tender. The rate shall include all material, labour, T&P, transportation, installing and incidentals all complete as per direction of the Engineer-in-Charge 127 Supply & fixing of linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminum foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brick word with 16 NOS fastener/screw 128 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67 2012 retro reflective sheeting with back frame MS angle of 35*35*5mm. Legends letters, numerals and borders etc should be as per Morth specification No-801.3.7. The sheeting shall have a pressure – sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacture. The ACM (aluminum composite materials) shall be fixed on the back frame MS Angle with riveting Micro prismatic type IV Retro reflective sheeting conforming to ASTM D4958-09 shall be pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage flexibility liner tested for removal adhesion. Impact resistance, specular gloss and fungus resistance.3 years of launching of product by the manufacturer of the sheeting and in case the certificate is obtained from international condition it should also be obtained from Indian condition within 3 years of launching of product by the manufacturer of the sheeting and in case the certificate is obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation the employer/Client if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all material, labour, T&P transportation installation and incidentals all complete as per direction of the engineer-in-charge 129 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all incidentals all incidentals all incidentals all complete as per direction of the Engineer-in-Charge 130 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to AST D4956-09 shall be Pressure fixed. The Retro reflection shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all complete as per direction of the Engineer-in-Charge 131 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to AST D4956-09 shall be Pressure fixed. The Retro reflection shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all complete as per direction of the Engineer-in-Charge 132 Solar Power Road MarkerThe solar studs shall be made of aluminum alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with ASTM D4260. Its color may be white, red, yellow, green or blue or combination as directed by the Engineer. Its water resistance shall meet the requirements of IP 65 in accordance with IS: 12063:1987 category 2 for the protection against water ingress. The dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. It shall have super bright LEDs so as the provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range of -40 degree C to +45 degree C. Its life shall be not less than 3 Years. The rate shall include all material, labour, equipments, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge 133 Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed over aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm * 45 cm * 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/ government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer / Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. 134 90 cm equilateral triangle with definition plate size (20cm*60cm) 135 60 cm equilateral triangle with definition plate (20cm*60cm) 136 60 cm circular with definition plate (20cm*60cm) 137 80 mm * 60 mmrectangular with definition plate (20cm*60cm) 138 60 mm * 45 mmrectangular with definition plate (20cm*60cm) 139 60 cm * 45 mmsquare with definition plate (20cm*60cm) 140 90 cm high octagon 141 50*60 cm single chevron 142 155*60 cm Double chevron 143 30*90 cm (left/right) Object Hazard 144 45*90 cm Two way Hazard 145 30*90 cm + 45*78 cm Guarded/unguarded Railway crossing 146 Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/ government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer / Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm firmly fixed to the ground by meansof properly designed foundation with M – 15 grade cement 147 Part B (Shifting andundergrounding of line from in front of 33/11 kv S/S University RBL Road upto Bandha Road ) 148 11KV 3X185 sq mm XLPE Cable 149 11KV 3X185 sq mm XLPE St/Th J/Kit 150 11KV 3X185 sq mm XLPE O/D J/kit 151 11KV 3X70 sq mm XLPE Cable 152 11KV 3X70 sq mm XLPE St/Th J/Kit 153 11KV 3X70 sq mm Cable Jointing Kit Outdoor 154 ACSR Racoon Conductor 1Km x 3+3%=3.09Km 155 LT PVC Cable 3.5x400 sq mm 156 LT PVC Cable 3.5x240 sq mm 157 LT PVC Cable 3.5x150sq mm 158 3 Phase Distribution Box 159 Cable laying in MS Pipe 6Dia S/C 160 11KV CableExposer Type D/P On 11Mtr Long STP (Schedule-29)(Gaivanised Bottom) 161 11KV Cable Hoisting with MS Pipe.(Shedule-33) 162 Plinth for Package type T/F 163 Pipe boring Eearthing of copper (Shedule-53) 164 Package Type T/F 990KVA 165 Package Type T/F 750KVA 166 LT Distribution Box Mini Piller Box 167 Clamp For Distribution Box 168 11KV RMU 200KVA 169 11KV RMU Plinth 170 Hoisting on 11 KV RMU 171 Fencing of 11 RMU with Gate & toe Wall(6 feet height including civil Work) 172 Labour & Cartage Charges 15% 173 33KV 3X300 sq mm Cable Laying By Drill Method S/C 174 Cable Laying By Drill Method in HDPE Pipe 160 mm S/C(Including HDPE Pipe) 175 11KV High Pressure Testing 176 Dismantling Charges of Pole structure with accessory, Transformer,conductor etc and carriage of receive back material from site to store ESC 177 Road No-2: UNDER BHARTENDU HARISHCHANDRA WARD, FROM PURANIYA ALIGAJ ROAD TO MAMA ROADVIA SULABH TOILET, SAVITRI APARTMENT AND SAVITRI APARTMENT TO KURSI ROAD PETROL PUMP VIA JANGADNA NIDESHALAYA 178 PART A (CIVIL WORK) 179 Bill of Quantity for Pathway & Other Works (A) 180 Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 181 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar 182 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 183 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 184 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 185 Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 186 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 187 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work. 188 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Ditance upto 10 km 189 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 190 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 191 Brick work with common burnt clay F.P.S. (non modular) bricks of class -150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 192 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M35 grade with minimum cement content of 370 kg /cum All Work up to Plinth level 193 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars of grade Fe-500D or more 194 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) 195 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 196 Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 197 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern 198 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 199 Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. 200 Providing & laying coloured and textured imprinted cast in place concrete M 30 grade flooring, applying finishing the top surface, in accordance with sprinkling of colour hardener at the rate of 2.7 kg./sq.mt. Floating the surface application of release agent, stamping the concrete with stamping tools, cleaning the surface with water jet (next day) and application of acrylic based sealer for finishing complete as per directions of the engineer-in-charge. The work includes providing and Laying av. 75 to 100 mm thick M20 grade BMC / RMC concrete using 420 kg of cement per cum. of concrete including well compaction, necessary finishing top surface, side supports, leveling, ;pumping, curing, compound etc. complete.Treatment of Construction Joints by Groove cutting of size 4 mm x 20 mm in panel size approximately 3mtr x 3 mtr and filling the same with 6mm braker rod and providing & laying PU based joint sealer Impact flex 100 or equivalent etc(Bomanite or equivalant).all complete as per approved design, pattern & direction of Engineer in charge. 201 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 202 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 203 Supplying & Laying of Precast Saucer Drain 100 thick 300 mm wideinluding sand bed etc all complete in direction of engineer in charge 204 Providing and laying at or near ground level factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 205 Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. 206 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. 207 Providing & fixing of Quartz Cobble Stone Paving Size 100x100x 100 mm including filling of mortar in joints & 40 mm thick base including all necessary T&P all complete in direction of engineer in charge. 208 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 209 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent 210 Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete.New work (Two or more coats) 211 Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. (Old CC paver blocks shall be supplied by the department free of cost). 212 Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) 213 Landscape & Horticulture with Cowdung, Mauure, Good earth complete direction of engineer in charge. 214 Providing & Laying reinforced cement concrete pipe NP3 for Planter including excavation, protection work, backfillin, concrete and masonary works all complete in direction of engineer in charge. 1000 mm dia 215 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as perdrawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineerin-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). 216 Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 217 TREE SURROUNDING 218 CONCRETE BOLLARDS 219 TABLE TOP CROSSING 220 BILL OF QUANTITY FOR BITUMEN ROAD 221 Bitumen Road 222 Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 223 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Distance upto 10 km 224 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete 225 Supplying & Laying of Stone Agrregate 45 to 63 mm etc all complete in direction of engineer in charge. 226 GSB Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC. And compacting with smoothwheel roller to archieve the desired density, complete as per (MORD) technical specifcation Clause-401. 227 Wet Mix Macadam (plant Mix Method) Providing, laying, spreading and comacting graded stone aggegate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base /base course on well preared surface and compacting with vibratory roller to achieve the desired density. 228 Dense graded bituminous macadam Providing and laying dence graded bituminus macadam with higher capacity HMP using crushed aggregates of specified grading, premixxed with bituminus binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieved the desired compaction as per MoRTH specifcation clause No. 505 complete in all respects. 229 Prime Coat over WMM/WBM Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. 230 Tack Coat on Bituminous Surface Providing and applying tack coat with bitumen VG-10using bitumen pressure distributor at of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 231 Bituminus Concrete Providing and laying bituminus concrete with higher capacity hot mix plant using crushed agrregate of specied grading. premixed with bituminus binder @5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and aligment rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH spcification clause No. 507 complete in all respects. 232 BC with Waste Plastic additive : Providing and laying Bituminous concrete using crushed stone aggregates of specifiled grading. premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver flnisher equlped with electronic sensor to the requlred grade, evel and alignment and rolling wlth smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 233 Road Marking with Hor Applled Thermoplastie Compound with Reflectorising Glass Beads on Bituminous Surtace, Providing and laying of hot applied thermoplastic compound 2.5 mm trick including reflectorising glass baads. © 250 gms per som area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be lavel, uniform and tree from streaks and holes. 234 Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud shall be Suggestive moulded from ASA (Acrylic Styrene Acrylonitrile) or HIPS (High-imoad Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with AST D4280. The Reflective panes shall consist of number of lenses contating single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecryiate conforming to ASTM 0788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shail not be less than 13.00 sq.cm. the marker height shai not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker. excess adhesive on the pavement and adhesive on tha exposed surfaces of the markers shall be immediately removed. The contractor shall submil a two year warranty for salisfaciory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer, In addition. a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contracior who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get wom out or lose their reflectivity compared to stipulaled standards. the contractor would be required lo replace all such markers within 15 days of the intimation from the [Engineer, at his own cost. The rate shall include all malerials, labour, T8P, transportation, instaliation and incidentals all complete as per direction of the Engineer-in-Charge. RPM with Shank 235 Bill of Quantity For Drainage 236 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work. 237 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) 238 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mixor bear the cost of extra cement. 239 All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum 240 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 241 Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 242 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. 243 Providing & Laying reinforced cement concrete pipe NP3 for culvetrs on the first class bedding of granular material including fixing with cement mortara 1:2 but excluding excavation, protection work, backfillin, concrete and masonary works in head walls and parapets clause1106 244 600 mm dia 245 750 mm dia 246 1000 mm dia 247 1200 mm dia 248 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 249 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 250 Providing and fixing factory made Thermodrain FRP Grating drain covers, havingsize upto 600x1001x30 mm, Gratings are with 0% filler & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn’t allow the gratings to crack due to its high cohesion. This enhances the life of the product by 50% under exposure to load, Sunlight or Rainfall and LOAD BEARING 10 tonne capacity all complete in direction of engineer in charge. (Make Thermodrain/ Aco Drain/ Zurn) 251 Providing and fixing factory made Thermodrain FRP Grating drain covers, havingsize upto 600x1001xThickness should be load capacity, Gratings are with 0% filler & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn’t allow the gratings to crack due to its high cohesion. This enhances the life of the product by 50% under exposure to load, Sunlight or Rainfall and LOAD BEARING 40 tonne capacity all complete in direction of engineer in charge. (Make Thermodrain/ Aco Drain/ Zurn) 252 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 253 Supplying & Fixing of FRP / GRP / COMPOSITE(Tested as per BS EN 124 or IS 1726) resin manhole cover and frame of appropriate size and load capacity of approved brand THERMODRAIN confirmingto BSEN – 124:1994. Product shall have top abrasion resistant layer of decorative grey granite finish. It shall also confirm “Permanent Set” criterion as per BSEN124. Product should be tested in test lab for load capacity and permanent set. The lifting arrangement should have an insert of 5mm in Glass Filled nylon socket type with key hole. (Make Thermodrain/ Aco Drain/ Zurn) 254 300mm X 300mm 255 450mm X 450mm 256 600mm X 600mm 257 1000mm X 1000mm 258 RAISING MAIN HOLES 259 Detail OF Measurement and Calculation of Quantities LIGHTING 260 Supply & fixing of 9 mtr Gl Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thlk) having 3mm thikness with Double arm bracket (1 Mtr length each ) on RCC foundation including the cost of foundation, foundation bolts.excavation & back filling and Required T&P completee in all respect 261 Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 110 to 130 Watt. Confirming to IP 66 Protection complete in all respect.CAT- AAA 262 S/L of 16sq.mm.4core Alu conductor PVC insulated armoured served sheathed cable 1100 V grade at depth of 750mm below ground level over a cushionof 75mm thick & arround and protected with burnt bricks on, Protected with burnt bricks on side and on top on surface., The cable run shall be fixed on M. S. Clamps etc.of suitable size or as per direction of Ell. comp. in all resp. The Armouring of the cable, shall be properly connected with the earth conductor by clamps etc. 263 50 Sq mm 264 S/L of 6/4/2.5 PVC/HDPE pipe 265 Boaring (Buggi) for Cabling work below 3.5mt Ground Level Including HDPE pipe 266 Fixing & Making Connection of Each Street Lightby S/1 1.5sqmm FRLSH Copper wire , Lug, MCB, Base Plate Complete as per Direction of Ell 267 Supply and burring of safe Earthing electrode T-19 (Hot Dip Galvanized), Length up to 2000mm. outer pipe 50mm inner pipe 25, terminal Dia 12 mm, outer Gl Pipe of 16 swg and inner Gl Pipe of 12 swg with hot Dip Galvanization up to 100 micron filled with crystalline conductive Mixture (CCM) having anti corrosive & conductive property with 50 Kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I frame with hinged Cover & masonry hosing (from electrode terminal to switch board, cost of 25x3 G.l strip will be extra) 268 S/F 40 Amp. TPN automatic street light cubical control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO-IOO series with contractors HRC fuses isolating switch metering instrument & instrument box with CTS etc. in case of TPN, complete in all respect. 269 Bill of Quantity For Benches 270 Supply and fixing of Sand Stone Bench (Size 1500x450x450) mm including grouting in R.C.CBlock etc. all complete in direction ofEngineer in charge. 271 Supplying & fixing of Cast iron bench with back with logo and hand rest in tradtional style bench fixing in R.C.C. block in size 600x600x600 all complete with painting of any colour & any shade etc all complete in direction of engineer in charge 272 Bill of Quantity For Dustbins 273 Fabrication and supply & Fixing of Stainless Steel grade 304, Sheet thickness = 1.2 mm, Double Dustin Situable for air port, Park, Metor Stations etc.with civil work including all necessary T&P etc all complete in direction of engineer in charge.(Model No. OZUF-DB-BO-LID, Make -Ozone/ Jindal/ J.C.Decaux or equivalent) 274 Bill of Quantity For Multi Duct System 275 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work. 276 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) Using doncrete HPC @0.90gram per bag of cement IS:9013 Make Donbuilding chemical or equvellent 277 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 278 200 mm dia (OD-200 mm & ID-175 mm nominal) 279 Providing & Fixing of 7 Way 40mm Multi Ducts with solid permanently solidly lubricated Silicorein inner layer for ICT fibre cables comforming to ASTMF 2160, ASTM D 2444 and /or equivalent indian standard External Sheath shall be in Orange Color and shall be free from visual defects likeblisters. shrink holes, flakıng, scratches, groove lines & surface roughness. The colour of the7 nos.PLB HDPE ducts shall be Green, blue, yellow, Brown, violet, Grey Red for differentiation. Outersheet thickness shall S 1.2mm 0.2mm. The inner surface of the multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. Wall thickness(mm) ofeach of the ducts Excluding rib height shall be 2.9mm 0.3mm. ISO Requirements- ISO 9001,14001, 18001 complete as per specifications and directions of Engineer-in-charge. 280 Providing & fixing of Prefabricated Manhole Suitable for 7 way multi Ducts (Size as per Drawing ) including all necessary T&P all complete in direction of engineer in charge. 281 Providing & fixing of Prefabricated Manhole SingleDucts (Size as per Drawing ) including all necessary T&P all complete in direction of engineer in charge. 282 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand :10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 283 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameterand 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 284 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 285 Supplying & Fixing of FRP / GRP / COMPOSITE Man hole cover with information imbosed over it(Tested as per BS EN 124 or IS 1726) resin manhole cover and frame of appropriate size and load capacity of approved brand THERMODRAIN confirming to BSEN – 124:1994. Product shall have top abrasion resistant layer of decorative grey granite finish. It shall also confirm “Permanent Set” criterion as per BSEN124Product should be tested in test lab for load capacity and permanent set. The lifting arrangement should have an insert of 5mm in Glass Filled nylon socket type with key hole. (Make Thermodrain/ Aco Drain/ Zurn) 286 600mm X 600mm 287 1000mm X 1000mm 288 Bill of qunatity forConstruction of Electrical Duct size 1.00 X 1.00 Mtr. 289 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work. 290 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like 291 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Ditance upto 10 km 292 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 293 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 294 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum 295 Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete 296 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 297 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 298 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 299 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (Providing and fixing of three tyre MS brackets Grout in holdfast (make Rawlplug/ Hilti or equvellent) as cable tray as per drawings , specifications & approval of the engineer in charge. ) 300 Providing weep holes openings in duct bed, fixing 100 mm dia. pipe & grating, filling & compacting required pebbles & coarse aggreegate around etc. including cuttings, making proper gradient, reparing with same mortar, cost ofall materials of approved standard quality, labour and T & P etc.as directed by engineer - in -charge. 301 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 302 BILL OF QUANTITY FOR SIGNAGES & OTHER WORK 303 Delineator supply & Fixing of M S Delineator made of mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface be conceited so that there should not be any exposed surface without powder coating. Alternatively these metal guide poles can be concealed so that height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel guide Poles shall conform to Type X1 sheeting specification as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time. The retro reflection sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, Impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtaining from international/Government Laboratory / Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in aboard. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall be uploaded which quoting tender. The rate shall include all material, labour, T&P, transportation, installing and incidentals all complete as per direction of the Engineer-in-Charge 304 Supply & fixing of linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminum foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brick word with 16 NOS fastener/screw 305 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67 2012 retro reflective sheeting with back frame MS angle of 35*35*5mm. Legends letters, numerals and borders etc should be as per Morth specification No-801.3.7. The sheeting shall have a pressure – sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacture. The ACM (aluminum composite materials) shall be fixed on the back frame MS Angle with riveting Micro prismatic type IV Retro reflective sheeting conforming to ASTM D4958-09 shall be pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage flexibility liner tested for removal adhesion. Impact resistance, specular gloss and fungus resistance.3 years of launching of product by the manufacturer of the sheeting and in case the certificate is obtained from international condition it should also be obtained from Indian condition within 3 years of launching of product by the manufacturer of the sheeting and in case the certificate is obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation the employer/Client if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all material, labour, T&P transportation installation and incidentals all complete as per direction of the engineer-in-charge 306 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all incidentals all incidentals all incidentals all complete as per direction of the Engineer-in-Charge 307 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to AST D4956-09 shall be Pressure fixed. The Retro reflection shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all complete as per direction of the Engineer-in-Charge 308 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to AST D4956-09 shall be Pressure fixed. The Retro reflection shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all complete as per direction of the Engineer-in-Charge 309 Solar Power Road MarkerThe solar studs shall be made of aluminum alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with ASTM D4260. Its color may be white, red, yellow, green or blue or combination as directed by the Engineer. Its water resistance shall meet the requirements of IP 65 in accordance with IS: 12063:1987 category 2 for the protection against water ingress. The dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. It shall have super bright LEDs so as the provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range of -40 degree C to +45 degree C. Its life shall be not less than 3 Years. The rate shall include all material, labour, equipments, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge 310 Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed over aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm * 45 cm * 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/ government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer / Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerical and borders etc should be as per MORTH specification No- 311 90 cm equilateral triangle with definition plate size (20cm*60cm) 312 60 cm equilateral triangle with definition plate (20cm*60cm) 313 60 cm circular with definition plate (20cm*60cm) 314 80 mm * 60 mmrectangular with definition plate (20cm*60cm) 315 60 mm * 45 mmrectangular with definition plate (20cm*60cm) 316 60 cm * 45 mmsquare with definition plate (20cm*60cm) 317 90 cm high octagon 318 50*60 cm single chevron 319 155*60 cm Double chevron 320 30*90 cm (left/right) Object Hazard 321 45*90 cm Two way Hazard 322 30*90 cm + 45*78 cm Guarded/unguarded Railway crossing 323 Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/ government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer / Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm firmly fixed to the ground by meansof properly designed foundation with M – 15 grade cement 324 PART B(Under grounding Overhead Cables, upgradation of Transformers and other electrical works related to Lesa electrical infrastucture ) 325 FOR 11 KV LINE & LT LINE SHIFTING 326 11 KV XLPE Cable 3x185 sq mm 327 11 KV XLPE Cable 3x70 sq mm 328 11 KV St/Th C/J kit 3x185 sq mm 329 11 KV O/D C/J kit 3x185 sq mm 330 11 KV I/D C/J kit 3x185 sq mm 331 11 KV O/D C/J kit 3x70 sq mm 332 11 KV I/D C/J kit 3x70 sq mm 333 11 KV RMU 334 Plinth for RMU 335 FENCING FOR 11 KV RMU WITH TOE WALL 336 COMPACT TYPE TRANSFORMER 400KVA 337 Plinth for Package type Transformer 338 11 KV D/P Exp 339 11 KV End Type D/P 340 GI pipe150 mm dia 341 11 KV single cable hoisting material 342 Pipe Boring Earthing of copper for RMU AND PACKAGE TYPE T/F& DISTRIBUTION T/F 343 6 – wayDistribution feeder pillar, TP & N , 3 phase ,415 v , 315 Amps incoming rating type suitable for outdoor installation , in accordance with Technical Specification 344 3-ph 415 V , Distribution Service Piller for LT. 100 Amp Incoming 4 nos 32 Amp, TPN 12 Nos 16 Amp SPN.Rating Feeder Type Distribution Service Piller suitable for Outdoor Installation. 345 Supply & Erection of Outdoor type LT Disribution Boards with a rupturing capacity of 50KA at 415VIncomer- 1 Set of 800 Amp. TP MCCB Outgoing- 4 Set of 250 Amp. TP MCCB - 2 Set of 100 Amp. TP MCCB with Spreader & Extended handle (A2 type) 346 Interlocking Tiles 347 Cost of toe wall and wiremesh fencing 348 LT distribution box 3 phase 4 wire (Kiosk) 349 PLINTH FOR LT DISTRIBUTION PILLAR BOX MINI 350 Pipe for Service cable 351 RCC PIT FOR HT& LT CABLE 352 EARTHING OF LT DISTRIBUTION PILLAR BOX 353 Single Pole support for LT line 354 LT cable 3.5x240sq mm 355 LT cable 3.5x150 sq mm 356 Service Cable 2x10 sq mm 357 Service Cable4x10 sq mm 358 flexible pipe 75mm dia 359 Cable Laying material D Ckt for LT Cable 360 Jointing and Jumpering Material for LT cable 361 Stud stay 362 Stay set 363 MS Channel 125X65 mm for various type fittings 364 MS Angle 65x65x6 mm for various type fittings 365 LABOUR & CARRIAGE CHARGES 15% 366 LABOUR CHARGE ON DISMANTLING AND OTHER 367 COST OF HIGH PRESSURE TESTING 368 Road No-3:TADIKHANA DIVIDER ROAD TO PAPPU GENERAL STORE VIA VINDHYACHAL CROSSING & VINDHYACHAL TEMPLE TO BATI CHOKHA RESTORENT 369 PART A (CIVIL WORK) 370 Pathway & Other Works 371 Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 372 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar 373 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 374 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 375 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 376 Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 377 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 378 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work. 379 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Ditance upto 10 km 380 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 381 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 382 Brick work with common burnt clay F.P.S. (non modular) bricks of class -150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 383 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M35 grade with minimum cement content of 370 kg /cum All Work up to Plinth level 384 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars of grade Fe-500D or more 385 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 386 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 387 Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 388 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 gradewith approved colour, design & pattern 389 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 390 Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. 391 Providing & laying coloured and textured imprinted cast in place concrete M-30 grade flooring, applying finishing the top surface, in accordance with sprinkling of colour hardener at the rate of 2.7 kg./sq.mt. Floating the surface application of release agent, stamping the concrete with stamping tools, cleaning the surface with water jet (next day) and application of acrylic based sealer for finishing complete as per directions of the engineer-in-charge. The work includes providing and Laying av. 75 to 100 mm thick M20 grade BMC / RMC concrete using 420 kg of cement per cum. of concrete including well compaction, necessary finishing top surface, side supports, leveling, ;pumping, curing, compound etc. complete.Treatment of Construction Joints by Groove cutting of size 4 mm x 20 mm in panel size approximately 3mtr x 3 mtr and filling the same with 6mm braker rod and providing & laying PU based joint sealer Impact flex 100 or equivalent etc(Bomanite or equivalant).all complete as per approved design, pattern & direction of Engineer in charge. 392 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’sspecifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 393 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 394 Supplying & Laying of Precast Saucer Drain 100 thick 300 mm wideinluding sand bed etc all complete in direction of engineer in charge 395 Providing and laying at or near ground level factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 396 Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. 397 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. 398 Providing & fixing of Quartz Cobble Stone Paving Size 100x100x 100 mm including filling of mortar in joints & 40 mm thick base including all necessary T&P all complete in direction of engineer in charge. 399 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 400 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent 401 Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete.New work (Two or more coats) 402 Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. (Old CC paver blocks shall be supplied by the department free of cost). 403 Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) 404 Landscape & Horticulture with Cowdung, Mauure, Good earth complete direction of engineer in charge. 405 Providing & Laying reinforced cement concrete pipe NP3 for Planter including excavation, protection work, backfillin, concrete and masonary works all complete in direction of engineer in charge. 1000 mm dia 406 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as perdrawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineerin-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). 407 Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 408 TREE SURROUNDING 409 CONCRETE BOLLARDS 410 TABLE TOP CROSSING 411 BILL OF QUANTITY FOR BITUMEN ROAD 412 Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 413 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Distance upto 10 km 414 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete 415 Supplying & Laying of Stone Agrregate 45 to 63 mm etc all complete in direction of engineer in charge. 416 GSB Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC. And compacting with smoothwheel roller to archieve the desired density, complete as per (MORD) technical specifcation Clause-401. 417 Wet Mix Macadam (plant Mix Method) Providing, laying, spreading and comacting graded stone aggegate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base /base course on well preared surface and compacting with vibratory roller to achieve the desired density. 418 Dense graded bituminous macadam Providing and laying dence graded bituminus macadam with higher capacity HMP using crushed aggregates of specified grading, premixxed with bituminus binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieved the desired compaction as per MoRTH specifcation clause No. 505 complete in all respects. 419 Prime Coat over WMM/WBM Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. 420 Tack Coat on Bituminous Surface Providing and applying tack coat with bitumen VG-10using bitumen pressure distributor at of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 421 Bituminus Concrete Providing and laying bituminus concrete with higher capacity hot mix plant using crushed agrregate of specied grading. premixed with bituminus binder @5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and aligment rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH spcification clause No. 507 complete in all respects. 422 BC with Waste Plastic additive : Providing and laying Bituminous concrete using crushed stone aggregates of specifiled grading. premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver flnisher equlped with electronic sensor to the requlred grade, evel and alignment and rolling wlth smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 423 Road Marking with Hor Applled Thermoplastie Compound with Reflectorising Glass Beads on Bituminous Surtace, Providing and laying of hot applied thermoplastic compound 2.5 mm trick including reflectorising glass baads. © 250 gms per som area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be lavel, uniform and tree from streaks and holes. 424 Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud shall be Suggestive moulded from ASA (Acrylic Styrene Acrylonitrile) or HIPS (High-imoad Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with AST D4280. The Reflective panes shall consist of number of lenses contating single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecryiate conforming to ASTM 0788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shail not be less than 13.00 sq.cm. the marker height shai not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker. excess adhesive on the pavement and adhesive on tha exposed surfaces of the markers shall be immediately removed. The contractor shall submil a two year warranty for salisfaciory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer, In addition. a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contracior who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get wom out or lose their reflectivity compared to stipulaled standards. the contractor would be required lo replace all such markers within 15 days of the intimation from the [Engineer, at his own cost. The rate shall include all malerials, labour, T8P, transportation, instaliation and incidentals all complete as per direction of the Engineer-in-Charge. RPM with Shank 425 Bill of Quantity For Drainage 426 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work. 427 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) 428 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 429 All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum 430 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 431 Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 432 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. 433 Providing & Laying reinforced cement concrete pipe NP3 for culvetrs on the first class bedding of granular material including fixing with cement mortara 1:2 but excluding excavation, protection work, backfillin, concrete and masonary works in head walls and parapets clause1106 434 600 mm dia 435 750 mm dia 436 1000 mm dia 437 1200 mm dia 438 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 439 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 440 Providing and fixing factory made Thermodrain FRP Grating drain covers, havingsize upto 600x1001x30 mm, Gratings are with 0% filler & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn’t allow the gratings to crack due to its high cohesion. This enhances the life of the product by 50% under exposure to load, Sunlight or Rainfall and LOAD BEARING 10 tonne capacity all complete in direction of engineer in charge. (Make Thermodrain/ Aco Drain/ Zurn) 441 Providing and fixing factory made Thermodrain FRP Grating drain covers, havingsize upto 600x1001xThickness should be load capacity, Gratings are with 0% filler & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn’t allow the gratings to crack due to its high cohesion. This enhances the life of the product by 50% under exposure to load, Sunlight or Rainfall and LOAD BEARING 40 tonne capacity all complete in direction of engineer in charge. (Make Thermodrain/ Aco Drain/ Zurn) 442 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 443 Supplying & Fixing of FRP / GRP / COMPOSITE(Tested as per BS EN 124 or IS 1726) resin manhole cover and frame of appropriate size and load capacity of approved brand THERMODRAIN confirming to BSEN – 124:1994. Product shall have top abrasion resistant layer of decorative grey granite finish. It shall also confirm “Permanent Set” criterion as per BSEN124. Product should be tested in test lab for load capacity and permanent set. The lifting arrangement should have an insert of 5mm in Glass Filled nylon socket type with key hole. (Make Thermodrain/ Aco Drain/ Zurn) 444 300mm X 300mm 445 450mm X 450mm 446 600mm X 600mm 447 1000mm X 1000mm 448 RAISING MAIN HOLES 449 DetAIL OF Measurement and Calculation of Quantities Lighting 450 Supply & fixing of 9 mtr Gl Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thlk) having 3mm thikness with Double arm bracket (1 Mtr length each ) on RCC foundation including the cost of foundation, foundation bolts.excavation & back filling and Required T&P completee in all respect 451 Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 110 to 130 Watt. Confirming to IP 66 Protection complete in all respect.CAT- AAA 452 S/L of 16sq.mm.4core Alu conductor PVC insulated armoured served sheathed cable 1100 V grade at depth of 750mm below ground level over a cushionof 75mm thick & arround and protected with burnt bricks on, Protected with burnt bricks on side and on top on surface., The cable run shall be fixed on M. S. Clamps etc.of suitable size or as per direction of Ell. comp. in all resp. The Armouring of the cable, shall be properly connected with the earth conductor by clamps etc. 453 50 Sq mm 454 S/L of 6/4/2.5 PVC/HDPE pipe 455 Boaring (Buggi) for Cabling work below 3.5mt Ground Level Including HDPE pipe 456 Fixing & Making Connection of Each Street Lightby S/1 1.5sqmm FRLSH Copper wire , Lug, MCB, Base Plate Complete as per Direction of Ell 457 Supply and burring of safe Earthing electrode T-19 (Hot Dip Galvanized), Length up to 2000mm. outer pipe 50mm inner pipe 25, terminal Dia 12 mm, outer Gl Pipe of 16 swg and inner Gl Pipe of 12 swg with hot Dip Galvanization up to 100 micron filled with crystalline conductive Mixture (CCM) having anti corrosive & conductive property with 50 Kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I frame with hinged Cover & masonry hosing (from electrode terminal to switch board, cost of 25x3 G.l strip will be extra) 458 S/F 40 Amp. TPN automatic street light cubical control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO-IOO series with contractors HRC fuses isolating switch metering instrument & instrument box with CTS etc. in case of TPN, complete in all respect. 459 Bill of Quantity For Benches 460 Supply and fixing of Sand Stone Bench (Size 1500x450x450) mm including grouting in R.C.CBlock etc. all complete in direction ofEngineer in charge. 461 Supplying & fixing of Cast iron bench with back with logo and hand rest in tradtional style bench fixing in R.C.C. block in size 600x600x600 all complete with painting of any colour & any shade etc all complete in direction of engineer in charge 462 Bill of Quantity For Dustbins 463 Fabrication and supply & Fixing of Stainless Steel grade 304, Sheet thickness = 1.2 mm, Double Dustin Situable for air port, Park, Metor Stations etc.with civil work including all necessary T&P etc all complete in direction of engineer in charge.(Model No. OZUF-DB-BO-LID, Make -Ozone/ Jindal/ J.C.Decaux or equivalent) 464 Bill of Quantity For Multi Duct System 465 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work. 466 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) Using doncrete HPC @0.90gram per bag of cement IS:9013 Make Donbuilding chemical or equvellent 467 Supplying and laying of following size DWC /HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required.200 mm dia (OD-200 mm & ID-175 mm nominal) 468 Providing & Fixing of 7 Way 40mm Multi Ducts with solid permanently solidly lubricated Silicorein inner layer for ICT fibre cables comforming to ASTMF 2160, ASTM D 2444 and /or equivalent indian standard External Sheath shall be in Orange Color and shall be free from visual defects likeblisters. shrink holes, flakıng, scratches, groove lines & surface roughness. The colour of the7 nos.PLB HDPE ducts shall be Green, blue, yellow, Brown, violet, Grey Red for differentiation. Outersheet thickness shall S 1.2mm 0.2mm. The inner surface of the multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. Wall thickness(mm) ofeach of the ducts Excluding rib height shall be 2.9mm 0.3mm. ISO Requirements- ISO 9001,14001, 18001 complete as per specifications and directions of Engineer-in-charge. 469 Providing & fixing of Prefabricated Manhole Suitable for 7 way multi Ducts (Size as per Drawing ) including all necessary T&P all complete in direction of engineer in charge. 470 Providing & fixing of Prefabricated Manhole SingleDucts (Size as per Drawing ) including all necessary T&P all complete in direction of engineer in charge. 471 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand :10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 472 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 473 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 474 Supplying & Fixing of FRP / GRP / COMPOSITE Man hole cover with information imbosed over it(Tested as per BS EN 124 or IS 1726) resin manhole cover and frame of appropriate size and load capacity of approved brand THERMODRAIN confirming to BSEN – 124:1994. Product shall have top abrasion resistant layer of decorative grey granite finish. It shall also confirm “Permanent Set” criterion as per BSEN124Product should be tested in test lab for load capacity and permanent set. The lifting arrangement should have an insert of 5mm in Glass Filled nylon socket type with key hole. (Make Thermodrain/ Aco Drain/ Zurn) 475 600mm X 600mm 476 1000mm X 1000mm 477 Bill of qunatity forConstruction of Electrical Duct size 1.00 X 1.00 Mtr. Electrical Duct 478 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work. 479 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like 480 Disposal of Malba & other Dismantled material distance up to 10 Km including lead & lift etc all complete in direction of engineer in charge. 481 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 482 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cementcontent, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 483 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 484 All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum 485 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 486 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 487 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 488 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 489 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (Providing and fixing of three tyre MS brackets Grout in holdfast (make Rawlplug/ Hilti or equvellent) as cable tray as per drawings , specifications & approval of the engineer in charge. ) 490 Providing weep holes openings in duct bed, fixing 100 mm dia. pipe & grating, filling & compacting required pebbles & coarse aggreegate around etc. including cuttings, making proper gradient, reparing with same mortar, cost ofall materials of approved standard quality, labour and T & P etc.as directed by engineer - in -charge. 491 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 492 BILL OF QUANTITY FOR SIGNAGES & OTHER WORK 493 Delineator supply & Fixing of M S Delineator made of mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface be conceited so that there should not be any exposed surface without powder coating. Alternatively these metal guide poles can be concealed so that height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel guide Poles shall conform to Type X1 sheeting specification as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time. The retro reflection sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, Impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtaining from international/Government Laboratory / Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in aboard. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall be uploaded which quoting tender. The rate shall include all material, labour, T&P, transportation, installing and incidentals all complete as per direction of the Engineer-in-Charge 494 Supply & fixing of linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminum foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brick word with 16 NOS fastener/screw 495 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67 2012 retro reflective sheeting with back frame MS angle of 35*35*5mm. Legends letters, numerals and borders etc should be as per Morth specification No-801.3.7. The sheeting shall have a pressure – sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacture. The ACM (aluminum composite materials) shall be fixed on the back frame MS Angle with riveting Micro prismatic type IV Retro reflective sheeting conforming to ASTM D4958-09 shall be pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage flexibility liner tested for removal adhesion. Impact resistance, specular gloss and fungus resistance.3 years of launching of product by the manufacturer of the sheeting and in case the certificate is obtained from international condition it should also be obtained from Indian condition within 3 years of launching of product by the manufacturer of the sheeting and in case the certificate is obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation the employer/Client if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all material, labour, T&P transportation installation and incidentals all complete as per direction of the engineer-in-charge 496 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all incidentals all incidentals all incidentals all complete as per direction of the Engineer-in-Charge 497 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to AST D4956-09 shall be Pressure fixed. The Retro reflection shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all complete as per direction of the Engineer-in-Charge 498 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to AST D4956-09 shall be Pressure fixed. The Retro reflection shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all complete as per direction of the Engineer-in-Charge 499 Solar Power Road MarkerThe solar studs shall be made of aluminum alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with ASTM D4260. Its color may be white, red, yellow, green or blue or combination as directed by the Engineer. Its water resistance shall meet the requirements of IP 65 in accordance with IS: 12063:1987 category 2 for the protection against water ingress. The dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. It shall have super bright LEDs so as the provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range of -40 degree C to +45 degree C. Its life shall be not less than 3 Years. The rate shall include all material, labour, equipments, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge 500 Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed over aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm * 45 cm * 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/ government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer / Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. 501 90 cm equilateral triangle with definition plate size (20cm*60cm) 502 60 cm equilateral triangle with definition plate (20cm*60cm) 503 60 cm circular with definition plate (20cm*60cm) 504 80 mm * 60 mmrectangular with definition plate (20cm*60cm) 505 60 mm * 45 mmrectangular with definition plate (20cm*60cm) 506 60 cm * 45 mmsquare with definition plate (20cm*60cm) 507 90 cm high octagon 508 50*60 cm single chevron 509 155*60 cm Double chevron 510 30*90 cm (left/right) Object Hazard 511 45*90 cm Two way Hazard 512 30*90 cm + 45*78 cm Guarded/unguarded Railway crossing 513 Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/ government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer / Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm firmly fixed to the ground by meansof properly designed foundation with M – 15 grade cement 514 PART B( SHIFTING AND REALLOCATION OF EXISTING 11 KV LINE SULABH SAUCHALAYA TOMAMA CROSIING , FROM SAVITRI APARTMENTTO DANDAIYA PETROLPUMP ) 515 FOR 11 KV LINE & LT LINE SHIFTING 516 11 KV XLPE Cable 3x185 sq mm 517 11 KV XLPE Cable 3x70 sq mm 518 11 KV St/Th C/J kit 3x185 sq mm 519 11 KV O/D C/J kit 3x185 sq mm 520 11 KV I/D C/J kit 3x185 sq mm 521 11 KV O/D C/J kit 3x70 sq mm 522 11 KV I/D C/J kit 3x70 sq mm 523 11 KV RMU 524 Plinth for RMU 525 FENCING FOR 11 KV RMU WITH TOE WALL 526 COMPACT TYPE TRANSFORMER 250KVA 527 COMPACT TYPE TRANSFORMER 400KVA 528 Plinth for Package type Transformer 529 11 KV D/P Exp 530 11 KV End Type D/P 531 GI pipe150 mm dia 532 11 KV single cable hoisting material 533 Pipe Boring Earthingof copper for RMU AND PACKAGE TYPE T/F& DISTRIBUTION T/F 534 6 – wayDistribution feeder pillar, TP & N , 3 phase ,415 v , 315 Amps incoming rating type suitable for outdoor installation , in accordance with Technical Specification 535 3-ph 415 V , Distribution Service Piller for LT. 100 Amp Incoming 4 nos 32 Amp, TPN 12 Nos 16 Amp SPN.Rating Feeder Type Distribution Service Piller suitable for Outdoor Installation. 536 Supply & Erection of Outdoor type LT Disribution Boards with a rupturing capacity of 50KA at 415V Incomer- 1 Set of 800 Amp. TP MCCB Outgoing- 4 Set of 250 Amp. TP MCCB - 2 Set of 100 Amp. TP MCCB with Spreader & Extended handle (A2 type) A1 537 Interlocking Tiles 538 Cost of toe wall and wiremesh fencing 539 PLINTH FOR LT DISTRIBUTION PILLAR BOX MINI 540 Pipe for Service cable 541 EARTHING OF LT DISTRIBUTION PILLAR BOX 542 Single Pole support for LT line 543 LT cable 3.5x240sq mm 544 LT cable 3.5x150 sq mm 545 Service Cable 2x10 sq mm 546 Service Cable4x10 sq mm 547 flexible pipe 75mm dia 548 Jointing and Jumpering Material for LT cable 549 Digging of Trench by excavation of earth, Making of able trench of size 450mmx600mm along the road with brick and sand.including cost of all civil material. 550 Stud stay 551 Stay set 552 MS Channel 125X65 mm for various type fittings 553 MS Angle 65x65x6 mm for various type fittings 554 LABOUR & CARRIAGE CHARGES 15% 555 LABOUR CHARGE ON DISMANTLING AND OTHER 556 COST OF HIGH PRESSURE TESTING
