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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-03-2022 | Pre Bid Meeting Link | Other | 28-03-2022 |
| 2 | 22-03-2022 | Corrigendum No 01 - Revised Standard Bid Document | Technical Bid | 28-03-2022 |
| Sl. No. | Item Description |
| 1 | DISMANTLING AND DEMOLISHING |
| 2 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: |
| 3 | 1:4:8 or leaner mix (i/c equivalent design mix) |
| 4 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 5 | Dismantling steel work manually/by mechanical means in built up sections without dismembering and stacking within 50 meters lead as per direction of Engineer-in-charge: |
| 6 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1 kilometer, as per direction of Engineer-in-charge. |
| 7 | Dismantling electrical Pole and submitted to the authorised officers to the electrical department. |
| 8 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, lead upto 50 meter and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : |
| 9 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: |
| 10 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: |
| 11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 12 | 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. |
| 13 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 14 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: |
| 15 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 16 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 17 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 18 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. |
| 19 | All works upto plinth level |
| 20 | Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular as per design and shape for floors and roofs in 1:1½:3 (1cement : 1½ coarse sand : 3 graded stone aggregate 10 mm nominal size), including flush or deep ruled pointing at joints in cement mortar 1:2 (1 cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in pre casting, handling, hoisting, centering and erection complete for all floor levels including curing but excluding the cost of reinforcement. |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 22 | Hard drawn steel wire |
| 23 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses 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. |
| 24 | Hot finished welded type tubes |
| 25 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : |
| 26 | Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 27 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 28 | 20mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 29 | Providing and laying chisel dressed Devri Stone of size 300x200 mm face with 150 mm depth in cement mortar 1: 6 (1 cement : 6 coarse sand) upto plinth level including curing.7.44.2 Rough chisel dressed |
| 30 | 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, steel grey , Cat Eye or equivalent. |
| 31 | 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 asdirected by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 32 | 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 colou r& 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.FINISH SHOTBLASTED/LEATHER FINISH AS PER ARCHITECT APPROVAL |
| 33 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 34 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 35 | Flooring with Cobble stone of approx. Size 125x125x75 mm (thick) laid on 25 mm average thick cement mortar 1:3 ( 1 cement : 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge. |
| 36 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer 10.26.1 M.S. tube |
| 37 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreignmaterial etc. complete as per direction of Engineer-in-charge andaccordance with applicable specifications |
| 38 | Providing and laying at or near ground level factory made kerb stone ofM-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) includingmaking joints with or without grooves (thickness of the joints except atsharp curve shall not to be 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) |
| 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 coveredwith 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 ISLC75 @ 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 per drawing/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 Engineer-in-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 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. |
| 41 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc. including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering and curing but excluding the cost of reinforcement with: 5.14.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 42 | Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete |
| 43 | Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II |
| 44 | Providing and constructing RCC manhole Size 1.2 M x 2.0 M upto a depth of 0.9 M excluding excavation including foundation concrete, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and fixing in position steel fibre reinforced concrete ( SFRC) Frame and cover (20 tonnes capacity) of approved make including loading, unloading, transportation, all taxes, etc complete as directed by Engineering-incharge. |
| 45 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete |
| 46 | 450 mm dia. R.C.C. pipe |
| 47 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : |
| 48 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 49 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design |
| 50 | 20.7.3Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : |
| 51 | Supplying & laying of bi-axial extruded high modulus polypropylene Geogrid conforming to MORTH SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 40kN/m in the longitudinal and transverse direction, with 14kN/m and 28kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38mm X 38mm mesh opening. |
| 52 | Extra for covering top of membrane with Geotextile, 120gmsnon woven, 100% polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. |
| 53 | Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand. |
| 54 | Supply of empty cement bags. |
| 55 | Supplying of Coarse sand zone III for filling into the empty cemet bag,as per vendor\"s specification & complete as per direction of Engineer-in-Charge. |
| 56 | Clearing Snow (without frost) from Roads, manually; |
| 57 | Snow depth over 650 mm but upto 750mm |
| 58 | Supply & Fixing of Double bucket Dustbin, of Capacity (liters) 40, Size (L x W x D mm) 1180 x 1000 x 1000 (mm). Bin will be manufactured in complete laser process to provide accurate and neat borders. Brand: Sintex, Chevron or Equivalent. |
| 59 | Geosynthetic Drainage with Two Filtering Non-woven Geotextiles having a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven Geotextiles of minimum thickness of 0.75mm having pores of 150 micron and tensile strength of 8.0 kN/m and having plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure, tensile strength of 18 kN/m with mass per unit area of 740 gsm. |
| 60 | Supply & Installation of MS CNC Laser Cut Panel of below mention thickness, Aesthetic fixture made of MS, as per design & drawing given by architect. Item include cost of ms sheet, cutting & installation on site. All work to be completed as per instruction of Site in charge. |
| 61 | 8 mm thick ms sheet |
| 62 | Design, Supply, Fabrication and Installation of Tensile Membrane roofing with Panels & steel Cables and GI corner fittings nuts and bolts and associated accessories with membrane works. The design complies with the requirements of BS and, EU Standards. The tensioned membrane structure shall include engineering design of structural members and accessory parts. Membrane system shall include Membrane Fabric, Support M.S. Structure ,Wire Ropes and Cables, Shackles, Rigging Screws, Clamps and tensioning hardware etc with following components: A. Fabric part : Designing, engineering, supply, fabrication of fabric, wire ropes, corner fittings and all related accessories for fixing the fabric to the steel structure, installation and complete.The fabric shall be 902 S2 of Serge Ferrari or equivalent coated composite membrane with a top surface lacquered with multilayered PVDF in both side and wieldable in nature. |
| 63 | The coated composite membrane should have minimum tensile strength of 4200 / 4000 N/50 mm (EN ISO 1421) and tear strength of 550 / 500 N (DIN 53.363) with weight of 950 g/sq.m (EN ISO 2286-2) and with a Guarantee of 15 yrs (with non depreciating guarantee for first three years) from the manufacturer. The Flame retardency of the fabric should be B1/DIN 4102-1 with quality in conformity with ISO 9001 and environmental communication in conformity with ISO 14021. To obtain fabric bi-axial test to determine compensation values required for fabric pattering as per the drawings. Rate includes cost of the fabric (insurance, freight, tax, etc), fabrication of the fabric (cutting and high frequency welding), transportation to the site, assembling installation and cost of fabric Bi- axial test. For payment purpose surface area of installed fabric shall be paid only . Any voids ,gaps in design and folds in fabric for installation shall not be paid. Any accessories like S.S. cables , Wire Ropes and Cables, Shackles, Rigging Screws, Clamps and tensioning hardware shall deemed to be included in rate of fabric. |
| 64 | Supply and fixing of Bollard made from mid steel with CNC machine finishing with 165mm outer diameter , 140mm inner diameter and 1030mm Height. Expose height 730mm from above Ground level andfixed the remaining 300mm below the GL. Two number of circular rib of R10mm radius are provided at the top and bottom of the bollard. 4 Nos of 15mm width retro reflective sheet pasted at the top and bottom groove by hot blow air sticking process for an ambience look and nighttime visibility. The whole product is power coated as per standard recommendation of Engineer. For fixing the Bollards with M15 cement concrete 45cm x 44cm x 60cm, 55cm below ground level with 140dia x 250mm inner sleeve inserted for 150mm below ground level and 100mm projected above ground level. The inner sleeve is fixed with bollard using M16 bolt of 200mm length. |
| 65 | Supply and fixing of Glass fiber Reinforced concrete Rectangular precaster seater boxes a size of 1000 X 450 X 450mm with M30 grade Concrete including the one coat of puttty paint for finishing the external surface including the transportation form the Manufacture factory to site and placing the Rectanguar boxes as directed by Engineer incharge |
| 66 | Providing and fixing Corten Steel Planter of 8 mm thick plate as per design. Planter should have a drainage hole at bottom. Planter is to be placed over M30 grade precast RCC base . All sides of the planter should be fixed with necessary clamps welded on back side as per manufacturer\"s specification & direction of Architect / engineer in charge.The cost of item is including delivery at site,labour,etc complete as per specifications. |
| 67 | Providing, supplying & fixing in position, Galvanized ms seater sand cast of approved shape and design. Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge. |
| 68 | Providing, supplying & fixing in position, Galvanized ms seater sand cast of approved shape and design with wooden battens at seating area. Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge. |
| 69 | Providing and fixing at site glass column type - 01, of400 x 400 overall size & height of 3750mm, in which 750mm at bottom will be frame structure with acp cladding & over that 3000mm will be toughned / frosted glass. Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge. |
| 70 | Providing and fixing at Vertical element, of 120 x 250 mm overall size & height of 4000mm, item include complete foundation work, Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge. |
| 71 | Providing and fixing at CNC cut signage, of 600 x 600 mm overall size & height of 5000mm, Item include complete foundation work, fabrication work, acrylic sheet, cnc cutting on ms cladding sheet. Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge. |
| 72 | Providing and fixing at site, Cycle stand module, made of ms flat and ms sheet, as shown in drawing. item include base plate for fixing of cycle stand module with ground, hold fastner etc. Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge. |
| 73 | Providing and fixing at site, Refelective signage type - 01, made of ms tubular section and ms sheet, as shown in drawing.Item include complete foundation work, fabrication work, refelective sheet to be paste on ms cladding sheet. Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge. |
| 74 | Providing and fixing at site, Refelective signage type - 02, made of ms tubular section and ms sheet, as shown in drawing.Item include complete foundation work, fabrication work, refelective sheet to be paste on ms cladding sheet. Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge. |
| 75 | Supply, fabricate, erect, grout in position, connect data and power - as per drawings & artworks. Overall size of signage 2575 high X 1050wide X 150 thick; dual sided unit. Frame in MS angle/channel/box section construction. Exterior to be clad with Aluminium Composite Panels including Aluminium support framing and silicon sealants etc. including translucent, openable backlit panel (with secure locking mechanism) in Polycarbonate in recessed Stainless Steel angle frame. Providing RCC foundation for the vertical structure members as per design complete including integration of sleeves/ holding-down bolts etc. as per design of grade M-25 with sandstone cladding on base. Logos and facility information to be backlit with LEDs strip. Symbols and lettering to be routed out in ACP, with backing of 3mm thk. opal white PET-G sheets. All joints in the cladding of the sign to be made completely waterproof to IP 65 grade by means of appropriate details including profile overlaps, neoprene weather seals / gaskets and application of proper sealing medium (Silicone sealants) etc. Prepration of sign-specific artworks, shop-drawings and design + structural certification of foundation, sub-frame and final assembly in supplier / implementation agency\"s scope. Implementation to proceed only on the basis of certified shop drawings duly approved by Design Consultant. |
| 76 | Supply, fabricate, erect, grout in position, connect data and power - as per drawings & artworks. Overall size of signage 4525 high X 1475 wide X 150 thick; dual sided unit. Frame in fabricated MS angle/channel/box-section construction. Exterior to be clad with Aluminium Composite Panels including Aluminium support framing and silicone sealants etc. as per approved code-of-practice and assembly details. Providing RCC foundation for the vertical structure members as per design complete including integration of sleeves/ holding-down bolts etc. as per design of grade M-25 with sandstone cladding on base. Logos and facility information to be backlit with LEDs strip. Symbols and lettering to be routed out in ACP, with backing of 3mm thk. opal white PET-G sheets. All joints in the cladding of the Monolith to be made completely waterproof to IP 65 grade by means of appropriate details including profile overlaps, neoprene weather seals / gaskets and application of proper sealing medium (Silicone sealants) etc. Prepration of sign-specific artworks, shop-drawings and design + structural certification of foundation, sub-frame and final assembly in supplier / implementation agency\"s scope. Implementation to proceed only on the basis of certified shop drawings duly approved by Design Consultant. |
| 77 | Supply, fabricate, erect, grout in position, connect data and power - as per drawings & artworks. Overall size of signage 2575 high X 1050wide X 150 thick; dual sided unit. Frame in MS angle/channel/box section construction. Exterior to be clad with Aluminium Composite Panels including Aluminium support framing and silicon sealants etc. including translucent, openable backlit panel (with secure locking mechanism) in Polycarbonate in recessed Stainless Steel angle frame. Providing RCC foundation for the vertical structure members as per design complete including integration of sleeves/ holding-down bolts etc. as per design of grade M-25 with sandstone cladding on base. Logos and facility information to be backlit with LEDs strip. Symbols and lettering to be routed out in ACP, with backing of 3mm thk. opal white PET-G sheets. All joints in the cladding of the sign to be made completely waterproof to IP 65 grade by means of appropriate details including profile overlaps, neoprene weather seals / gaskets and application of proper sealing medium (Silicone sealants) etc. Prepration of sign-specific artworks, shop-drawings and design + structural certification of foundation, sub-frame and final assembly in supplier / implementation agency\"s scope. Implementation to proceed only on the basis of certified shop drawings duly approved by Design Consultant. |
| 78 | Providing fixing in position of SEE SAW Length : 7ft Height : 2ft Post : 114mm OD G.I PostBearing for smooth rotation Aluminium Cap on the top and precast foundation Polyethylene Seats - 2Nos.Safe area - 10ft x 5ft |
| 79 | STRAIGHT CLIMBER ofLength : 8ft, Height : 7.5ft,Side Post : 114mm OD G.I Post,Handle Post : 32mm OD G.I Post,Polyethylene Top Caps and precast foundation. |
| 80 | Providing fixing in position of ROPE CLIMBER - 6FT X 6FTwith Post Diameter of 114mm and Side Post Dia of 114mm with all Metal Parts Powder coated. Having an of Area - 7ft x 6ft and precast foundation Imported cotton ropes with steel wire insertation. Imported Polyethylene locks. |
| 81 | Providing fixing in position of RING CLIMBERwith main pipe of diameter : 114mm and Ring Pipe of Dia : 32mm with Powder coated metal parts and having a safe area of 8ft x 5ft and precast foundation |
| 82 | Providing and fixing in position playing equipment onChildren\"s Play area with following game equipment. : SIMPLE BASKET BALL POSTwith American Tamper froof Glass Board, Ring of Diameter of 5ft with Board Size of 1800mm X 1050mm,Base Plate of 16mm and Double Coated Painting and precast foundation. |
| 83 | Providing and fixing in position 1 x 1 m maximum sized, Irregular shaped natural Rock as per design as instructed by Site in charge for edge stabalisation.The design should be approved by the Architects. It should be kept random, stable, natural, crack proof durable, environment friendly. Item include all the labour required for fixing of rocks, machinery for lifiting and placing of rocks, transportation. Complete.Refer drawing no - TYP-74 |
| 84 | Providing and placing in position hand broken granite rock of size 200-300 mm boulders as per design under the supervision of site in charge. Item include cost of transportation and labour charges for filling the gabions and placing in position. The design should be approved by the Architects. It should be kept random, natural, crack proof durable, environment friendly. complete.Refer drawing no - TYP-74 |
| 85 | Providing and placing in position hand broken granite rock of size 300mm upto 1 mt for garden stones, as per the instruction of site in charge. The design should be approved by the Architects. It should be kept random, natural, crack proof durable, environment friendly. Item include transportation and labour & machine charges. complete.Refer drawing no - TYP-74 |
| 86 | Providing placing and fixing in position Geocell for covering top of road for Fire Tender with Geocell 100-710 ie 100 mm height, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. All work tobe done under the supervision of site in charge, and as per the inctruction of Architect. complete.Refer drawing no - TYP-02 |
| 87 | Providing, Supplying & Fixing of pontoon with WPC cladding moulded in glass reinforced plastic as per design anddetail as per vendor specification and direction of site engineer. |
| 88 | Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing off by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure) |
| 89 | Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment) |
| 90 | Supplying and stacking at site dump manure from approved source including carriage complete (manure measured in stacks will be reduced by 8% for payment) |
| 91 | Screened through sieve of I.S. designation 4.75 mm |
| 92 | Rough dressing of the trenched ground including breaking clods. |
| 93 | Fine dressing of the ground |
| 94 | Mixing earth and sludge or manure in proportion specified or directed by officer in charge. |
| 95 | Spreading of sludge, dump manure or/and good earth in required thickness as per directions of officer in-charge (cost of sludge, dump manure or/and good earth to be paid separately) |
| 96 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 part of stacked volume of earth after reduction by 20% :1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish & surplus earth, if any with all leads & lifts (cost of sludge, manure or extra good earth, if needed, to be paid for separately) |
| 97 | Holes 90 cm dia& 90 cm deep |
| 98 | 7.14.3 Holes 60 cm dia& 60 cm deep |
| 99 | Providing and fixing M.S tree guard 50 cm square in plan, height 1.40 meter above ground level and 0.50 meter below ground level. The vertical members shall consist of four nos. angle iron of size 25x25x5 mm, 1.9 m long, one at each corner and 8 nos flat iron of size 25x5 mm, 1.4 m long. The vertical members shall be welded to 4 nos. 25x6 mm M.S flats placed horizontally around the vertical members of the cage. One name plate of 1 mm thick M.S sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/PWD/any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufacture over a coat of primer complete in all respect. |
| 100 | Grassing with selection no. 1 grass including watering & maintenance of the lawn for 30 days or more till the grass forms a thick lawn freefrom weeds & fit for mowing including supplying of good earth if needed (the good earth shall bepaid separately.) with grass turf |
| 101 | Providing and stacking of Pinus longifolia(Pinus)vail , Chinar, Sweet Winter, Willlow,cuprous , logas kuniya, spairiya, keras japan ,forusphia, queens japan standing rose , st rose,abiliya , Hamilayan charee, serinanga of height |
| 102 | Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy plant in full bloom 75 to 90 cm ht. |
| 103 | Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in swale and landscape area in the required thickness for all leads andlifts all complete as per direction of Engineer-in-charge. |
| 104 | Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 10 cm, in swale and landscape area in the required thickness for all leads andlifts all complete as per direction of Engineer-in-charge. |
| 105 | ELECTRICAL WORK |
| 106 | Exterior LT Panel : Supply installation, testing & commissioning of IP66 LT panel suitable for 415 V, 3 phase 4 wire 50 Hz AC supply system, RYB LED indicators, VAF digital metering. Cable entry and outgoing are only with suitable sizes of screw less glands, including with all accessories copper bus bar, din rails, earth links, neutral links, glands, locks, connectors, operation complete with all respects. (as per the SLD attached no. LUC/S.S.C/SLD/T2G). |
| 107 | Cubical : Supplying and erecting IP66 Box opaque lid fastener for tool operation sealable box walls without knockouts external brackets for wall fixing included, colour: grey, RAL 7035, material: PC (polycarbonate) mounting plate, glands and complete with all required accessories and hardware to complete the job in all resepcts, Built in dimensions W 600 x H 600 x D 300 (Tolerance ± 10%) material: PC (polycarbonate), impact strength IK 09 (10 Joule), in accordance with IEC 62208:2011 |
| 108 | Supplying and erecting bus bar chamber triple pole with neutral with four copper bars, 500V, 100A complete |
| 109 | Supplying, erecting & marking FPMCB 40A to 63A B series |
| 110 | Supplying, erecting & marking TPN MCB 6A to 32A, B series in |
| 111 | Supplying, erecting & marking SPN MCB 6A to 32A, B series (for lighting) |
| 112 | Supplying, installation & marking of surge arrestor / surge protection device at the main distribution board after the incoming breaker of type 1+2 tested for Imax 100 kA forthree phase and neutral |
| 113 | Supplying & erecting single phase 2 wire system having in built astronomical adjustable programmable timer with minimum 5 years battery backup, 2 pole contactor upto 60 A, with maintenance mode to switch ON |
| 114 | Termination Junction box : Supply, installation, testing and commissioning of the PC (Polycarbonate) Termination junction box (IP66), terminal with 2 clamping units per pole 5-pole per pole, 4 x 4 mm² r / f, included cable entry: 3 x ESM 40, sealing range Ø 17-30 mm with one cable entries M 32 from the rear side lid fasteners sealable without accessories external brackets for wall fixing included colour: grey, RAL 7035, rated insulation voltage Ui = 690 V a.c./d.c., in accordance with IEC 60670-22, Incoming - 1 no. 4 core 4.0/2.5 sq mm copper armoured cable Outgoing - 2 nos. 3 core 2.5/1.5 sq mm copper armoured cable. Built in dimensions W 210 x H 155 x D 92 (Tolerance ± 10%) material: PC (polycarbonate), impact strength IK 09 (10 Joule), in accordance with IEC 62208:2011 |
| 115 | Empty encloser for led driver : Supply installation testing & commisioning of Empty box (IP66) with installation equipment on DIN rails or mounting plates (order separately) with opaque lid fastener for tool operation sealable box walls without knockouts external brackets for wall fixing included, colour: grey, RAL 7035, material: PC (polycarbonate) mounting plate, glands and complete with all required accessories and hardware to complete the job in all resepcts. Built in dimensions W 170 x H 220 x D 96 (Tolerance ± 10%) material: PC (polycarbonate), impact strength IK 09 (10 Joule), in accordance with IEC 62208:2011 |
| 116 | Supply installation testing & commisioning of Empty box (IP66) with installation equipment on DIN rails or mounting plates (order separately) with opaque lid fastener for tool operation sealable box walls without knockouts external brackets for wall fixing included, colour: grey, RAL 7035, material: PC (polycarbonate) mounting plate, glands and complete with all required accessories and hardware to complete the job in all resepcts. built in dimensions W 215 x H 320 x D 106 (Tolerance ± 10%) material: PC (polycarbonate), impact strength IK 09 (10 Joule), in accordance with IEC 62208:2011 |
| 117 | Cable : Supplying, erecting & terminating XLPE armoured cable 1100 V. 4 core 16 sq. mm. copper conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe |
| 118 | Supplying, erecting & terminating XLPE armoured cable 1100 V. 4 core 4 sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe |
| 119 | Supplying, erecting & terminating XLPE armoured cable 1100 V. 3 core 2.5 sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe |
| 120 | Supplying, erecting & terminating XLPE armoured cable 1100 V. 2 core 2.5 sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe |
| 121 | GI Conduit : Supplying & erecting G.I. pipe ‘A’ class 40 mm dia. Erected for enclosing XLPE armoured cable on wall/pole |
| 122 | Earthing System : Supply, Installation, Testing and commissioning of maintenance free earthing comprising of Electrode of 17.2 mm diameter Low Carbon Steel with 250 micron molecular copper bonded earthing rod of Length 3m along with 25kg Carbon based environment friendly back fill ground enhancing compound required to fill up the excavated earth with required quantity complete. |
| 123 | Exterior Luminaires : Supply installation testing & commissioning of exterior rated posttop of system lumen output should not be less than 2000 lumen (Tolerance ±15%), the power consumption should not be more than 50 watts, 360° symmetrical optics, CCT 3000K. Single piece with circular shaped plant made of die cast aluminum using pressure die-casting process,with a decorative Top luminaire which is also made of die cast aluminum using pressure die-casting process, fixed on the top.Auxiliary and optical compartment can be accessed by tilting the top frame. Bottom frame in single piece, made of die cast aluminum using pressure die-casting process with a three curved uprights decorated which is also made of die cast aluminum using pressure die-casting process, fixed at the bottom with a hole (28 mm) for fixing to support. Frosted Screen made of polymethylmethacrylate (PMMA) moulded in a single piece using Injection moulding process. Screen\"s Impact resistance: IK06. Pure polyester powder coating in the same color as of the pole/as per the lighting consultant. Optical Compartment IP Rating - IP 66. Height – 800mm, Dia. - 400mm, Colour Rendering Index: Ra > 70. Electronic Power Supply for LED Module, which offers Protection against Short Circuit, Over- Voltage& Over- Current, with in-built surge protection upto 4kv(an additional surge protection device of 10kV also provided in-built the fixture). Modular (2 X 2) refractive lens in PMMA with Type-II/III/IV photometric distribution options. protection screen in extra-clear tempered glass with impact resistance IK 08.LM80 (All the technical parameters of luminaire need approval from lighting designer) |
| 124 | Supply installation testing & commissioning of exterior rated flood light IP66, (as per application). System lumen output should not be less than 500 lumen with snoot (Tolerance ±15%), The power consumption should not be more than 10 watts, 30° beam angle with tolerance of ±15%, CCT 2700K. The housing material should be extruded aluminum, powder-coated finish, luminaire body color should be anthracite gray where luminaire is to be installed with anti-aging and anti-UV high optical efficiency PMMA lenses, Clear tempered glass cover. It should haveCRI>80, SDCM=4. The driver should be included non dimmable with PF>0.9 & THD<20%. Leader cables, jumper cables, IP66 connectors are inclusive. Minimum IK06. Operating temperature should be of -20°C to 50°C range. Lifetime of luminaire (L70 @ Ta-35deg C) should be at least 50,000 burning hours. Luminaire should have corrosion resistance with self declaration of ASTM B117 for 500 hours of salt spray test. All mounting accessories shall be stainless steel (Minimum -316) for all lighting fixtures. The luminaire should be BIS certified. This includes all the required hardware for successful operation of the luminaire. (All the technical parameters of luminaire need approval from lighting designer) |
| 125 | Supply installation testing & commissioning of exterior rated architectural floor/wall mounted IP66, 1000mm long linear light complete with visor and adjustable mounting brackets/clamps (as per application). The power consumption should not be more than 20 watts, System lumen output should not be less than 1500 lumen (Tolerance ±15%), 10°x60° beam angle with tolerance of ±15%, CCT 3000K. The housing material should be extruded aluminum, powder-coated finish, luminaire body color should be similar to the facade color surface where luminaire is to be installed with anti-aging and anti-UV high optical efficiency PMMA lenses, Clear tempered glass cover. It should haveCRI>80, SDCM=4. The driver should be remote non dimmable with PF>0.9 & THD<20%. Leader cables, jumper cables, IP66 connectors are inclusive. Minimum IK06. Operating temperature should be of -20°C to 50°C range. Lifetime of luminaire (L70 @ Ta-35deg C) should be at least 50,000 burning hours. Luminaire should have corrosion resistance with self declaration of ASTM B117 for 500 hours of salt spray test. All mounting accessories shall be stainless steel (Minimum -316) for all lighting fixtures. The luminaire should be BIS certified. This includes all the required hardware, equiepment/controller, software etc. for successful operation of the luminaire. (All the technical parameters of luminaire need approval from lighting designer) |
| 126 | Supply and erection of 5000mm high decorative pole made out MS Pipe Ø76.1mm confirming to YSt 210 and facilitating the luminaire mounting at the top. The pole shall be surface mounted on a concrete foundation. The base plate of the of the pole shall be E 250 grade MS 200 mm x 200mm, 12mm thick confirming to IS2062:2011 shall be facilitated with elongated slots to suit the 300mm, J-type, M16 bolts, Grade 4.6 that shall be provided with suitable nuts and plain washers. The structurally sound pole emerging out of the base plate shall be architecturally designed with a decorative cast aluminium causeway base cover minimum Ø330mm x 500mm (H), above which the leaf decoration cast aluminium structure Ø 150mm is aesthetically positioned. Mounted flower pot. The grade of pressure diecast material shall be ADC12. A GDC embellishment is provided at appropriate height enhancing the decorative outlook of the pole. The grade of gravity die cast material shall be LM6. The Pole welding shall be done with certified welders using a V groove technique with a high end MIG welding process. A base compartment with a die cast aluminium door contoured to the poles\"s shape housing the gear tray, prewired with 2 way connector. The surface preparation of the pole & components shall be done by shot blasting which is environmentally safe eliminating the chemical and acid use and ensuring the thoroughremoval of impuritise like, rust, oxides and other unwanted particles from the suface for high standard coating. The surface finish of the pole shall be Zinch rich primer coat & pure polyester powder coating or epoxy zinc phosphate primer followed by the environmentally stable Polyurethane based paint. Pole must be connected to earthing. (All the technical parameters of luminaire need approval from lighting designer) |
| 127 | WATER WORK |
| 128 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) |
| 129 | Weed clearance 24.19.1 From lakes(using boats) |
| 130 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 131 | Hire charges for dewatering pumpsets for pumping out water from the lake for the desilting work of lake sediments bed consider 2 nos of 20 HP pumpsets for a period of 15 days with 10hrs of working |
| 132 | Providing hearting embankment using selected impervious soil from approved borrow areas in layers of 250 to 300 mm before compaction including cost of all materials, machinery, labour, all other operations such as excavation, sorting out, transportation, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc.,complete with all lead and lifts. |
| 133 | Providing impervious hearting embankment with soil collected in embankment area in heaps as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting out,spreading in layer of 250 to 300 mm thickness before compaction, breaking clods, sectioning, watering and compacting each layer to density control of not less than 95 percent or as stipulated by power roller etc., complete with all lead and lifts. |
| 134 | Dry stone pitching, 225mm thick, including cost of stones and preparation of surface |
| 135 | 24.1 Quarry Stone |
| 136 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.7.1 All kinds of soil |
| 137 | 0 to 2.0 mtr depth |
| 138 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.7.1 All kinds of soil |
| 139 | 2 to 4.00 Mtr Ordinary Rock |
| 140 | 4 to 6.00 MtrOrdinary Rock |
| 141 | 6 to 8.00 MtrOrdinary Rock |
| 142 | Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,machinery, labour, watering, ramming etc.,complete with lead upto 50 m and all lifts. |
| 143 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 144 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement |
| 145 | 5.2.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 146 | Steel reinforcement (Fe500) for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.1 Mild steel and medium tensile steel bars |
| 147 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick |
| 148 | Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws to be paid separately). 10.10.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 149 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 150 | G.I. pipes |
| 151 | Ladder M S tube |
| 152 | 5HP (Pumping head 8M Vertical) Sludge pump with all necessary set incuding fixing etc |
| 153 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work), Medium gauge 150mm dia |
| 154 | Mechanical screen: width of 400mm, Rake teeth gap of 10mm made of ss 304 MATERIAL with an installation angle of 75 degrees with motor power of 1.1KV, with collection basket and including electrical control cabinet |
| 155 | Manual ScreenDesign, fabrication, supply, erection and commissioning of embedded parts consisting of liners for trash rack grooves (coarse and fine screens) with all accessories for pump house intake structure including cost of all materials, machinery, labour, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings with all leads and lifts.50mm x 30mm thickness bar screens, 5thick length of the bar is 20mm, height 1m hight |
| 156 | Fine screensDesign, fabrication, supply, erection and commissioning of embedded parts consisting of liners for trash rack grooves (coarse and fine screens) with all accessories for pump house intake structure including cost of all materials, machinery, labour, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings with all leads and lifts. |
| 157 | Electrical works: Panel works, automation |
| 158 | Supply, deliveryand commissing atsite brand newABB or equivalent floor mounting, free standing, cubicle type control panel board unit suitable for operation on 3 phase 50 cycles 400/440 volts AC supply fitted with the following: 400AmpsMCCB with current setting range ofsuitable Amps of any other Board approved make of 36kA breaking capacity with U/V release, shunt release and suitable thermal release with communication port-1 Nos.Multi parameter such as current, kwhr, Voltage, KVA reading digital meter of prok devices or any other Board approved make - 1 Nos.Phase indicating lamps with switches- 1 set. The soft starter shall have a facilitty to start the pumpsets by reducing the starting current less than 1.5 to 2 timesthe full load current. It shall have bulit in facilities such as SPP, Over Voltage, Under voltage, Kick start for pump jam conditions , overload, overcurrent etc., for protection of the pumpsets. The starting current shall be controlled by three phase thyristors.The starter shall be provided with minimum 300 Ampsor suitable capacity by pass contactor.The panel shall be provided with cooling fan, louvers with fine mesh to facilitate the cooling of thyristors/ soft starter.The panel should be adequate size to accomadate all incoming, outgoing cable and required switchgear and other accessories.Control Panel: Supply and delivery at site brand newanyBoard approved make floor mounting, free standing, cubicle type control panel board unit suitable for operation on 3 phase 50 cycles 440 volts AC supply fitted with the following: |
| 159 | Inplant piping & valves |
| 160 | M.S PIPES AND SPECIALS: Supply and delivery at site MS Double flanged pipes and specials of appropriate class and size suitable for twice the working pressure for sectional delivery connection including bends and tees tail piece reducers, foot valve of sutable dia delivery manifod etc., complete reqired for a pump set.FOR DELIVERY SIDE:250 mm Dia MSPipes for delivery300 mm Dia MS Pipes250 mm Dia MS 90 degree bend250mm x300mm x300 mm Dia MSFlange TeePRESSURE GAUGE:Supply and delivery at site brand new WIKA/Gurusons/Forbes Marshal s makesuitable dia. sealed precision tubeglycerene filled stainless steel pressure gauge with stop cock, two way cock, nipple and required length of copper tube etc., complete suitable for counting on the delivery of the above pump |
| 161 | DG set |
| 162 | Supply and installation, testing commissioning of a 340KVpower diesel generator with 3 phase with the dimension 5.6x2x2.3m |
| 163 | Plantation of different plants to plant inside the wetland area |
| 164 | Labour charges for plantation by Manual |
| 165 | 600 mm dia R.C.C. Pipes NP 2 Class |
| 166 | Hire and running charges of light crane (for installation of R.C.C pipes) |
| 167 | Supply and fixing of M.S rectangular screens made out of M.S nagle of 50mmx50mm section with thickness 3mm along with 10mm thick square rod fixed at 100mm interval in vertical direction.including costs of all materials, cutting,bending,scaffolding,wherever necessary,nicely finishing welded joints with al leads and as per engineer in charge of the work and including providing 2 coats of approved quality paint over one coat of primer. |
| 168 | Assessing and retrofitting the inlet 03 strom drain |
| 169 | Manufacturing, supplying and fixing Precast Reinforced Cement Concrete Manhole cover of following thickness in RCC 1:2:4 (one cement, two sand and four aggregates), including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. |
| 170 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :20.7.3Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : |
| 171 | Upto 0.9m depth |
| 172 | Upto 2.0m depth |
| 173 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: |
| 174 | Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of specified grade concrete mix, diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embeded in the pile cap etc. all complete. (Length of pile for payment Shall be measured from top of shoe to the bottom of pile cap) |
| 175 | 900 m Drain refurbishment including desilting weed and debris removal |
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