Tender For Street Development Of Pandit Deendayal Upadhyay Marg Form Rasoolpur Thana To Sadar Junction, 1 ROAD WORK 2 Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. 3 Dismentalling of B.O.E soling/Inter locking tiles Including Stacking of servicable material and disposal of unservicable material within a lead of 50m as per direction of EI/C (Labour only) 4 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead 50m for all lifts, complete as per directions of Engineer-in-charge. 5 Cartage of Ballast, Kankar, coat, grit or sand etc including loading & unloading but excluding stackings on pucca roads lead for 10.0 km 6 Providing, laying spreading & compacting graded stone aggregate of approved quarry towet mix macadam (WMM)150 mm thicknessspecification including premixing the material with water at O.M.C in machenical mix plant carriege of mixed material by tipper to site, lating in uniform layers with paver in sub -base /base course on well prepared suface & compacting with vibroatory roller to achieve the desired density complete as per MoR &H clause 406& as directed by Engineer Incharge including all machine charges & including all labour, T& P etc req for proper completion of work. 7 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 8 Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. 9 Providing and laying Dense Graded Bituminous Macadam 50 mm thickness using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in- Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 4.25% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 10 Providing and laying porous hot bituminous mix as per grading of IRC SP 125 2019 with Drum/Batch type hot mix plant producing an average output oh 75 tonnes per hour using crushed aggregated of specified grading, premixed with bituminous binder @ 3 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, tandem rollers to achieve the desired compaction as per MORTH specification clause NO. 507 complete in all respects and then cooling to air temperature. Subsequently then grouting through cementitious material to ensure full deptth grouting for CGBM layer 11 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 ISMC 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. 12 DRAIN WORK 13 Dismantling reinforcement cement concrete or reinforcement brick work, including stacking of materials as directcd by Engineer-in-charge with in a distance of 60 mt- (200 feet) 14 Demolishing cement concrete manually/ by mechanical means including disposal ofmaterial within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix 15 Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet). 16 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 17 Cartage of Ballast, Kankar, coat, grit or sand etc including loading & unloading but excluding stackings on pucca roads lead for 6 km as per directions of Engineer-in-charge. 18 Hire charges of Pump set of capacity 5 KW 19 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in- Charge. 20 Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 Kms from the site of work and including watering dressing etc. required for proper completion of work. SOR Chapter - 4 Item No. 10 21 Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 22 BrickworkM-150 in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall 230mm thick to (1:4 cement & coarse sand). 23 12 mm cement plaster on plinth of mix : 1:4 (1 cement: 4 coarsesand). F.M.-2.25 24 RCC work in Raft Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shuttering, finishing and excluding reinforcement - Above plinth level upto fifth floor level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 25 RCC work in Wall Providing and laying in position specified grade of reinforced cement concrete, in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 26 RCC work in slab Providing and laying in position specified grade of reinforced cement concrete, in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 27 Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500D or more. 28 Supply and fixing of N.P.-3 Hume pipe in proper position as directed by E/I including cartage of pipes/collars upto 30m distance. Complete 350 mm dai pipe 29 Supplying and laying of following size either DWC or 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. in the existing trench, complete as required. 160 mm dia (OD-120 mm & ID-103 mm nominal) 30 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. 31 UTILITY PIPES & MANHOLES 32 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 33 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead 50m for all lifts, complete as per directions of Engineer-in-charge. 34 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in- Charge. 35 Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 Kms from the site of work and including watering dressing etc. required for proper completion of work. 36 Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 37 RCC work in Raft Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shuttering, finishing and excluding reinforcement - Above plinth level upto fifth floor level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 38 RCC work in Wall Providing and laying in position specified grade of reinforced cement concrete, in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 39 RCC work in slab Providing and laying in position specified grade of reinforced cement concrete, in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 40 Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500D or more. 41 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Rectangular shape 600x450 mm internal dimensions, as per drawing and in direction of Engineer in charge. as per direction Engineer in charge. 42 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 560 mm internal diameter, as per drawing and in direction ofEngineer in charge. 43 Supplying and fixing C.I. cover without frame for manholes 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg 44 Supplying and laying of following size either DWC or 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. in the existing trench, complete as required as per direction Engineer in charge. 63 mm dia (OD-63 mm & ID-51 mm nominal) 45 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. in the existing trench, complete as required as per direction Engineer in charge. 120 mm dia (OD-120 mm & ID-103 mm nominal) 46 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. in the existing trench, complete as required as per direction Engineer in charge. 160 mm dia (OD-120 mm & ID-103 mm nominal) 47 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. in the existing trench, complete as required as per direction Engineer in charge. 200 mm dia (OD-200 mm & ID-175 mm nominal) 48 Providing of 7- Way 40mm Multi Ducts with solid permanently solidly lubricated Silicore in inner layer for ICT fibre cables conforming 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 like blisters, shrink holes, flaking, scratches, groove lines & surface roughness. The colour of the 7 nos. PLB HDPE ducts shall be Green, blue, yellow, Brown, violet, Grey , Red for differentiation. Outer sheet thickness shall be 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) of each 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. 49 PATHWAY, PARKING & OTHER MISCELLANEOUS WORKS 50 Dismantling reinforcement cement concrete or reinforcement brick work, including stacking of materials as directcd by Engineer-in-charge with in a distance of 60 mt- (200 feet) 51 Demolishing cement concrete manually/ by mechanical means including disposal ofmaterial within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix 52 Dismantling of girders, trusses and other steel work including stacking of dismantled materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet). 53 Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet). 54 Dismentalling of B.O.E soling/Inter locking tiles Including Stacking of servicable material and disposal of unservicable material within a lead of 50m as per direction of EI/C (Labour only) 55 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 56 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead 50m for all lifts, complete as per directions of Engineer-in-charge. 57 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in- Charge. 58 Supplying and stacking of good earth at site including royalty and carriage upto 5 k m lead complete (earth measured in stacks will be reduced by 20% for payment). 59 Providing and laying in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 60 BrickworkM-150 in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall 230mm thick to (1:4 cement & coarse sand). 61 12 mm cement plaster on plinth of mix : 1:4 (1 cement: 4 coarsesand). F.M.-2.25 62 Construction of Granular Sub Base by Providing Granular Material, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Froont & Loader at OMC and compacting with Vibratory Roller to achieve the desired density, complete as per clause 401 63 Red sand stone work for wall lining etc. 30 mm thick incementmortar1:3(1cement:3coursesand) including capping jointing in white cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment matching the stone sand. 64 Rubber molded cement concrete kerb stone M-25 size 300X450X150 etc. all complete. 65 Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work. 66 Wall painting (Two coat) with plastic emulsion paint of approved brand and manufacture on decorative wall surface to give an even shade including thoroughly brushing the surface clean all of dirt, grease loose pieces and prepare smooth. 67 Supply & Laying of I shaped precast Interlocking tiles of thickness 80mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 68 Supply and fixing of M-30 Grade RCC Bollard 900x150mm etc. all complete as per direction Engineer in charge. 69 Supply and fixing of Sand Stone Bench (Size 1500x450x450) mm including grouting in R.C.C Block etc. all complete in direction of Engineer in charge. 70 Supply & Fixing of site road studs powerful mode extra bright Aluminium die cast matt finisish conforming to IS 617:1994 designation 4250 sparkle solar road studs manufactured by TATA BP solar india or equivalent having high intensity 3x2 Nos. flashing thorugh out night with backup of atlest 4 non sunlight days amber or red colour all weather resistant with superior poly corbonate solor cell& side reflectors. 71 Supply and fixing of ISI cat eye for road etc. all complete 72 Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250gms per sqm. Area, thiclness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finish surface to be lavel, uniform and free from streaks and holes. composition of thermoplastic meterial shall be as per table 800-3 of clause 803 of MORTH including cost of all meterial, labour, T&P etc. require for proper completion of work as direction by engineer-in-charge. 73 Fabrication and supply & Fixing of Stainless Steel grade, 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) 74 Mild Steel Iron Grill & Staircase railing of a approvedqualitiy and drawing including supply of all materials,fabrication, labour, T&P in all respect as per directionof Engineer-in-charge for proper completion of work atsite. 75 Mild steel and iron work of small size and section such as holding down woods, hold fasts tierods, grating, etc. (When not included in and over all rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts if required for proper completion of work including fabrication of holes in door chaukhats and nosing. 76 Steel wok in built up tubular (round,square or rectangular hollow tubes etc.) truses etc. including cutting. Hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. (Hot finised welded type tubes. 77 12 Seater Toilet as per attched details 78 Construction of cast in situ Sit Catch Pit of inner size 450 X 450 X 450 mm including necessary earth work excavation including providing foundation in PCC 1:5:10 under wall 150mm thick and cutting the existing storm water drain of size 300 x 150mm for fixing 2 Nos of 160mm dia PVC pipe on the storm water drain mouth with RCC cast In situ wall of size 120mm in RCC 1:1.5:3 with steel of 9.25 kg including fixing FRP Grating Cover with frame of size 550 x 550mm (ciea: opening 450 x 450mm) -10 MT -completing the finishing work etc. 79 Providing & Laying 100x100 mm with thickness ranging from 70-90mm rough finish granite cobbles stone and shape of approved and complete as per direction of Engineer-in- Charge. including transport ,loading ,unloading and conveyance of Grey cobbles granite from available source to work site, including labor charges for fixing the granite and pointing etc., all complete as per direction of Engineer-in-charge.(grey cobblestones) 80 LANDSCAPE WORK 81 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 82 Plumeria alba of height 8-10 with 3-4 branches and thick 83 GROUND COVERS 84 Providing and Displaying Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot as per direction of the officer-in-charge. 85 Providing and stacking of Calliandra hybrida of height 105-120 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge. 86 Vinca different colour 6 to 8 well developed branch in full bloom stacked with green painted Bamboo stick in 25 cm Earthen Pot/Plastic Pot. 87 Tecoma gaudichaudi of height 90-105 cm.,bushy in big size HDPE bag 88 Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. 89 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). 90 Providing and stacking of Iresine herbstii, of height 20-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. 91 Providing and Displaying Portulaca hybrid in different colour with bloom well developed fresh & healthy in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. 92 Hymenocallis littoralis (Spider lilly) of height 60-75 cm., bushy in big size HDPE bag 93 ROAD SIGNAGE WORK 94 Flexible Median Marker As Per IRC 79:2019 .Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. Use of Median Marker provides safety against collision happening with medians during night time, or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67. Flexible Median Marker shall be of tough, high impact resistant. injection-molded, thermoplastic body with property of flexibility to provide high durability and U shape structure having rebound/bounce back property. the sheeting shall be of Type XI conforming to IRC:67 and it should be on both the faces whereby providing maximum reflectivity at langer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination of epoxy adhesive and grouting/ drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 mm Reflective Area: Shall not be less than 90 cm square Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using a pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall withstand 50 kg of Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour. T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. 95 Linear Delineator System (LDS) Supply & fixing of Linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across a wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brickwork with 16 Nos fastener/ screw 96 Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :672012 made of high intensity grade sheeting type IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground byl means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shal 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 (D 4956-09) 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. Legends letters numerals and borders etc should beas per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender 97 30X90 cm (Left/Right) Object Hazard 98 90 CM High Octagona 99 90 cm equilateral triangle with diffinitation plate size (20cmx60cm) 100 Tree Plate Supply & Fixing of Retro reflective Tree Plate having size 15cm x15cm, consisting Type XI Retro reflective Sheeting fixed Over 1.50 mm thick aluminium sheet including labour, Material T&P etc for proper completion of the work. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. 101 Providing and laying tactile tile (for vision impaired persons as per stanDSRds) 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. 102 ELECTRICAL WORK (PART-B) 103 Supply and fixing of 7 mt GI octagnal pole of approved make (top dia 70 mm bottom dia 130 mm and base plate 12 mm thick) having 3mm thickness with single arm bracket (1 mtr length) on R C C foundation drilling including the cost of foundation. Foundation bolts excavation & back filling and required T & P complete in all respect. 104 Supply and fixing following capicity of autometic street light cubical cntrol panel with anticorrosive alkali and acid proof paint consisting of time swich TSO 100 series with contactors. HRC fuses solating switch metering instrument & instrument box with CTs etc in case of TPN. Complete in all respect (25 A TNP). 105 Supply and burying of safe earthing electrode T-19 (Hot dip galvanized) length upto 2000 mm . Outer G.I. pipe 50 mm inner pipe 25 mm terminal dia 12 mm outer G.I. pipe of 16 SWG and inner G.I. pipe 12 SWG with hot dip galvanized up to 100 micron filled with crystalling conductive mixture (CCM) having anti corrosive and conductive property with 50kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capicity along with 30 cm square C.I. frame with hinged over & masonry having from alectrode trminal to switch board cost of 25X3 G.I. strip will be extra. 106 Supply and laying of aluminium conducter, PVC insulated armoured, served. sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand 4 alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. (16 sqmm 4 core) 107 Supply and fixing of LED street light fitting having dia cast aluminium body and diffuser with driver set suitable for 72-90 watt confirming to IP 65-67 protection complete in all respects. 108 S/F of Mica Junction Plate with MCB and connection pin 109 S/Laying of 63/90 mm P.V.C. Pipe etc. complete in all respect. Including clamp 110 Supply & fixing of plain type aluminium lug to the cable leeds included with tape and making connection etc. 111 Supply & laying of 1.5 mm x 2 core copper cable Under pole. 112 Numbering Pole with Base of white base. 113 SHIFTING OF ELECRICAL LINE 114 33 KV LINE 115 underground 33 KV Line of 33 KV XLPE Cable of size 3X300 Sq.mm. 116 Heat Shrinkable jointing kit outdoor for 33 KV 3x300 mm. XPLE cable 117 GI Pipe 6 118 11 KV Line 119 11 KV 3X185 Sq.mm. XLPE Cable 120 Heat Shrinkable jointing kit outdoor for 11 KV 3x185 mm. XPLE cable 121 11 KV RMU 122 GI Pipe 6 diameter 123 Supply of 1100 V Grade, PVC sheathed steel strip armoured, aluminum conductor LT XLPE insulated cable for following sizes. 124 LT XLPE AL. 1CX240 Sqmm. Cable 125 LT XLPE AL. 1CX400 Sqmm. Cable 126 LT XLPE AL. 1CX630 Sqmm. Cable 127 LT XLPE AL. 3.5CX240 Sqmm. Cable 128 LT Distribution Boards (Type A-1) for 1000 & 630 KVA DTs 129 LT Distribution Boards (Type A-2) for 400 KVA DTs 130 LT Distribution Boards (Type A-3) for 250 KVA DTs 131 LT Distribution Boards (Type A-5) for 100 KVA DTs 132 LT Distribution Boards (Type B-1) 133 LT Distribution Boards (Type B-2) 134 LT Distribution Boards (Type B-3) 135 LT Distribution Boards (Type C) 136 Aluminum LTLugs 240 Sqmm 137 Aluminum LTLugs 400 Sqmm 138 Aluminum LTLugs 630 Sqmm 139 Aluminum LTClamp 240/400 Sqmm 140 Aluminum LTClamp 400 Sqmm 141 Aluminum LTClamp 630 Sqmm 142 LT XLPE insulated cable of size 4X16 sq.mm.XLPE (For Street light) 143 Laying LT XLPE insulated cable of size 4X16 sq.mm. XLPE (For Street light) 144 T/F 11/0.4 KV 25 KVA 145 1100 V Grade, PVC sheathed steel strip armoured, aluminum conductor LT XLPE insulated cable for following sizes with termination material including glands & lugs: (Service cable) 146 2x10 Sq mm 147 4x16 Sq mm 148 PVC pipe heavy gauge 50 mm dia (underground area) (3 Phase Consumer) 149 PVC pipe heavy gauge 40 mm dia (underground area) (1 Phase Consumer) 150 Metering 151 For 250 kVA 152 For 100 kVA 153 For 63 kVA 154 For 25 kVA 155 Street Light Automation and Metering System 156 Consumer Meter (1-Phase) 157 Consumer Meter (3-Phase) 158 AMR based meters for more than 25 KW of load 159 chemical earthing 160 Fabrication of T/F structure at MS IRON channel(10 No Hight 10 ft with clamp & nut & bolt etc ( 1 Job) 161 Fancing for T/F & RMU 162 Dismanting of LT overhead line and Transportation of dismantled material to DVVNL Stores. 163 LAYING OF 33 KV CABLE 3X300 Sqmm. 164 Laying 11 KV 3x185 Sq.mm XLPE Cable 165 Laying LT XLPE AL. 3.5 Cx240 Sqmm Cable 166 Laying of service cable & PVC pipe heavy gauge 1 mm dia ( underground) 167 Laying LT XLPE insulated cable of size 4X16 sq.mm. XLPE (For Street light)
