| 1 | 1 | Earth work in excavation by manual means 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: All kinds of soil (1 meter from cutting edge). | | 2700.72 | cum |
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| 2 | 2 | Providing and fixing G.I. pipes (Light) complete including cost of pipes and pipe fittings such as tees, bends, sockets, unions, R-sockets, nipples of reputed manufactures like Jindal, Surya, Prakash, Tata etccomplete of following nominal bore. The cost includes all carriages, leads,lifts, handling and re-handling charges following with G.I. fittings excluding trenching and refilling etc. (external work). Light\n100 mm diaG.I (Light Class-A) @ 9.89 kg/mtr) | | 100 | mtr |
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| 3 | 2.01 | 80 mm dia G.I (Light A-Class @ 6.81 kg/mtr) | | 500 | mtr |
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| 4 | 2.02 | 65 mm dia Gi Pipes (Light A-Class @ 5.84 kg/mtr) | | 300 | mtr |
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| 5 | 2.03 | 50 mm dia GI Pipes (Light A-Class @ 4.11 kg/mtr) | | 500 | mtr |
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| 6 | 2.04 | 40 mm dia GI Pipes (Light A-Class @ 3.25 kg/mtr) | | 1050 | mtr |
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| 7 | 2.05 | 25 mm dia GI Pipes (Light A-Class @ 2.01 kg/mtr) | | 1300 | mtr |
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| 8 | 2.06 | 20 mm dia GI Pipes (Light A-Class @ 1.41 kg/mtr) | | 2100 | mtr |
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| 9 | 2.07 | 15 mm dia GI Pipes (Light A-Class @ 0.95 kg/mtr) | | 1400 | mtr |
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| 10 | 3 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete\n25 to 40 mm nominal bore | | 29 | each |
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| 11 | 4 | 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. | | 1897.29 | cum |
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| 12 | 5 | Earth work in bulk excavation by manual means 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. All kinds of soil. | | 267.16 | cum |
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| 13 | 6 | Providing and laying of stone soling (dully hand packed) on horizontal level. | | 44.58 | cum |
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| 14 | 7 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). | | 53.24 | cum |
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| 15 | 8 | providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angles 40x40x6mm for diagonal braces | | 5.43 | sqm |
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| 16 | 9 | 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 40 mm nominal size) | | 52.46 | cum |
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| 17 | 10 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | | 52.06 | cum |
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| 18 | 11 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | | 4.2 | cum |
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| 19 | 12 | 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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | | 37.2 | cum |
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| 20 | 13 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). | | 63.24 | cum |
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| 21 | 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | | 22.96 | cum |
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| 22 | 15 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.\n50 mm thick with 20mm nominal size stone aggregate. | | 57.98 | sqm |
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| 23 | 16 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:4 ( 1 cement : 4 coarse sand) | | 52.51 | cum |
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| 24 | 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:\nThermo-Mechanically Treated bars of grade Fe-500D or more. | | 11204.2 | kg |
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| 25 | 18 | Centering, shuttering including strutting, propping etc and removal of form for:\nFoundation, footings, bases of columns etc. for mass concrete. | | 504.33 | sqm |
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| 26 | 18.1 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | | 361.04 | sqm |
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| 27 | 18.2 | Arches, domes, vaults upto 6 m span | | 39.2 | sqm |
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| 28 | 18.3 | Suspended floors, roofs, landings, balconies, and access platform. | | 28.16 | sqm |
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| 29 | 18.4 | Edges of slabs and breaks in floors and walls. Under 20cms wide | | 2.16 | Mtr |
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| 30 | 18.5 | Extra for arches , domes exceeding 6 mtr span | | 7.91 | sqm |
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| 31 | 19 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level | | 52.51 | cum |
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| 32 | 20 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer | | 210.96 | sqm |
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| 33 | 21 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work | | 739.2 | sqm |
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| 34 | 22 | P/F of glass panes 4 mm thick | | 31.43 | sqm |
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| 35 | 23 | P/F of glass stripes | | 106.1 | sqm |
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| 36 | 24 | Making plinth protection 50 mm thick 1:3:6 mix | | 7.68 | sqm |
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| 37 | 25 | P/F of hardware items with all accessiories 150 mm tower bolt of reputed make with ISI mark | | 77 | No. |
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| 38 | 26 | 150 mm handle | | 53 | No. |
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| 39 | 27 | L Drop | | 7 | No. |
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| 40 | 28 | P/F 100 mm dia PVC soil waste pipe 10' long | | 20 | No. |
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| 41 | 29 | P/F Vent Pipes 100 mm dia B Class 10' long | | 2 | No. |
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| 42 | 30 | PVC Floor trap with jali | | 2 | No. |
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| 43 | 31 | P/F stain less steel heavy duty bib cock of reputed company with ISI Mark | | 5 | No. |
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| 44 | 32 | P/F angles Valves of reputed company with ISI mark as per requirement at site | | 3 | No. |
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| 45 | 33 | P/F man hole cover with lid of high quality with ISI mark as per site requirement complete | | 4 | No. |
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| 46 | 34 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.: Internal work-Exposed on wall (Light)\n15 mm dia. nominal bore | | 40 | Mtr |
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| 47 | 35 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone (Quarry) | | 55.98 | cum |
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| 48 | 36 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 (1 cement : 3 fine sand) | | 285.44 | sqm |
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| 49 | 37 | 15mm Cement plaster cement of mix: 1 :6 (1 cement : 6 fine sand) | | 210.96 | sqm |
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| 50 | 38 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): 9.1.1 First classkail wood | | 2.06 | cum |
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| 51 | 39 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). First class kail wood 35mm | | 39.41 | sqm |
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| 52 | 40 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. First class kail wood | | 7.48 | sqm |
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| 53 | 41 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. 16.25.1 Made of G.I. wire of dia 4 mm | | 339 | sqm |
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| 54 | 42 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded | | 9427.56 | kg |
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| 55 | 43 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m2 | | 142.8 | sqm |
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| 56 | 44 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gram/m2 | | 60.96 | mtr |
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| 57 | 45 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) | | 143.11 | sqm |
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| 58 | 46 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank | | 2000 | Per Litre |
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| 59 | 47 | Providing and fixing water closet squatting pan ( Indian type W.C. pan) with 100 mm sand cast Iron P or Strap, 10 litre low level P.V. C. flushing cistern including flush pipe (of approved make) manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. White vitreous china W.C. pan of size 580x440 mm with integral type foot rests. | | 2 | each |
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| 60 | 48 | Carriage of different materials from different sources to dumping site of work by Mechanical Transport including loading, unloading, stacking etc:\nCement, and Steel for an average lead of 10 km | | 275.32 | MT |
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| 61 | 48.1 | Cement, and Steel for an average lead of 20 km | | 2.67 | MT |
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| 62 | 48.2 | 40 mm Agg 20 KM | | 10.53 | cum |
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| 63 | 48.3 | Sand/Stone Aggregate for an average lead of 20 km. | | 370.64 | cum |
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| 64 | 48.4 | Bricks for an average lead of 25km. | | 12470 | No. |
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| 65 | 48.5 | Stone Soling for an average lead of 10 km. | | 88.99 | cum |
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| 66 | 48.6 | Stone Soling for an average lead of 5 km. | | 9.6 | cum |
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| 67 | 49 | Extra Carriage of different materials from dumping site to actual site of work by manual labouro including loading, unloading, stacking etc:for an average lead of 100 mtr\nCement, | | 2.675 | MT |
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| 68 | 49.1 | sand/ 20mm agg | | 4.75 | cum |
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| 69 | 49.2 | 40 mm agg | | 4.05 | cum |
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| 70 | 49.3 | Stone Soling | | 6 | cum |
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| 71 | 50 | Extra Carriage of different materials from dumping site to actual site of work by manual labouro including loading, unloading, stacking etc:for an average lead of 300 mtr\nCement, | | 2.32 | MT |
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| 72 | 50.1 | Steel | | 21.75 | mt |
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| 73 | 50.2 | sand/ 20mm agg | | 11.76 | cum |
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| 74 | 50.3 | Stone Soling | | 2.9 | cum |
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| 75 | 51 | Extra Carriage of different materials from dumping site to actual site of work by manual labouro including loading, unloading, stacking etc:for an average lead of 100 mtr\nCement, | | 10.64 | MT |
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| 76 | 51.1 | Steel | | 43.96 | mt |
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| 77 | 51.2 | sand/ 20mm agg | | 14.92 | cum |
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| 78 | 51.3 | 40 mm agg | | 37.99 | cum |
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| 79 | 51.4 | Stone Soling | | 7.53 | cum |
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| 80 | 52 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. (Pipe available)\n20 mm dia GI Pipes | | 40 | mtr |
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| 81 | 52.1 | 25 mm dia GI Pipes | | 60 | mtr |
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| 82 | 53 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge: \n15 to 40 mm nominal bore | | 100 | Mtr |
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| 83 | 54 | P/F/I of Degital Flow meters of reputed make with ISI Mark including all accessiories and carriages complete job (To be paid as per requirement/directions of Engineer Incharge at Site) | | 1 | Job |
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| 84 | 55 | Mechanical Works\nSupply, Installation, Testing & Commissioning of Open-well Submersible Pumping Equipment with following specifications:- | | 2 | 02 units |
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| 85 | 56 | Providing/supplying of 80 mm diameter GI (Class-C) rising main conforming to IS: 1239 at site. The job shall include providing and fitting of flanges conforming to IS: 6392, Table-17 and PN 16 to these pipes. | | 1200 | 1200 meters |
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| 86 | 57 | Laying, fitting, testing and commissioning of 80 mm dia C- class GI pipe line including earth work excavation in rock and mud by means of mechanical machinery for laying of pipe line /rising main in trenches and as per gradient and site condition/requirement .The job shall include fitting of offsets including all leads and lifts involved in laying of pipes as per site requirement .The average depth shall be 500mm(approx.) and width 450mm (approx.). The job also includes back filling in the trenches and deposition of excess soil suitably as per the directions of the site incharge. | | 1200 | 1200 m |
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| 87 | 58 | Fabrication, providing and fitting of Y-Junction. The Y-Junction shall be fabricated out of 80 mm diameter C-class GI pipe. The Y-Junction shall have 16mm thick flanges welded on three ends in two runs of welding. The job includes suitable size and number of nuts, bolts and RI cloth required for the joints. The total length of the pipe involved shall not be less than 7 meters. | | 1 | 01 complete job |
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| 88 | 59 | Fabrication, providing and fitting of washout Tee. The Tee shall be fabricated out of 80mm dia. GI C-class pipe with 16mm thick flanges fastened with weld joints on three ends. | | 1 | 01 job |
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| 89 | 60 | Fabrication, providing and fitting of 80 mm dia GI C-class pipe (not less than 18 m) for carrying the washout to the nearest disposal point and for the nipple between pump outlet and the Y-junction. | | 1 | 01 complete job |
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| 90 | 61 | Providing and fitting of 80 mm,PN 1.6/16, Ductile Iron double flanged , non-rising spindle soft seated glandless gate/ sluice valves for regulating the water supply outside the pumping units and for the wash out. | | 4 | 04 units |
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| 91 | 62 | Providing and fitting of 100 mm,PN 1.6/16, Ductile Iron double flanged, Slanted seat swing check valve( NRV). The body shall be of ductile cast iron with fully encapsulated vulcanized EPDM rubber(Approved for drinking water). The valve shall be compatible for buried applications and shall be safe to install in both horizontal and vertical positions | | 4 | 04 units |
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| 92 | 63 | Providing and fitting of DN50 mm, PN1.6/16 Ductile Iron Air release valve | | 2 | 02 jobs complete job |
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| 93 | 64 | Providing and fitting of 80 mm dia. 90-120 degree bend/elbow made of Class-c GI pipe and flanged on both ends after cutting threaded portion to make it leak proof. The flanges shall be 16mm thick and welded on both sides. The job includes nuts, bolts, gaskets etc as per site requirement. | | 15 | 15 units |
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| 94 | 65 | Fabrication, providing and fitting of split type MS clamps18mm thick, 2 ft long for lowering and holding of pumping unit. The job includes the cost of required size of nuts and bolts. | | 2 | 02 units |
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| 95 | 66 | Anchor/supporting blocks:\nProviding and laying of anchor blocks in PCC in 1:2:4 mix for the Y-junction and for rising main at required locations as per site requirement. The blocks should be provided with anchor bolts and metallic strip. The work includes following sub-jobs: | | 5 | 05 complete jobs |
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| 96 | 67 | Fabrication, providing and fitting of MS frame and cover/window of size (8’×4’) on the opening of water collection chamber for anchoring/maintenance of pumping units and. The steel details are: | | 200 | 200 Kgs |
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| 97 | 68 | Overhead Gantry:\nFabrication/Erection of channel iron column to act as support for resting of monorail crane as per following details: | | 1 | 01 comp. job |
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| 98 | 69 | Providing/fitting of manual type Chain Pulley Block with monorail of following features: | | 1 | 01 comp. unit |
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| 99 | 70 | Fabrication of PUF shed as operators/panel room\nSurface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m in all kinds of soil. | | 30.11 | 30.11 sqm |
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| 100 | 71 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas exceeding 30cm in depth, 1.5mtr in width as well as 10 sqm on plan including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed. | | 11.98 | 11.98 cum |
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| 101 | 72 | Providing and laying of stone soling hand packed in horizontal including carriage of 06 Kms | | 9.6 | 9.6 cum |
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| 102 | 73 | Providing and laying of 6 inch PCC of 7.5 mix as mud mat including carriage. | | 1.99 | 1.99 cum |
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| 103 | 74 | Providing and laying of P.C.C in 1:2:4 mix (M 15) including carriage, all leads and lifts. The job includes dressing of slab, fixing of Angle iron anchors for framework, curing, formwork etc . | | 9.85 | 9.85 cum |
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| 104 | 75 | Providing/laying of Shuttering/centering including propping, strutting etc. | | 31.86 | 31.86 sqm |
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| 105 | 76 | Providing/laying of 6mm thick cement plaster of 1:4 mix including carriage, all leads and lifts. | | 40.67 | 40.67 sqm |
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| 106 | 77 | Fabrication of MS framed structure for PUF panelling having following steel details: | | 1416.3 | 1416.30 kgs |
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| 107 | 78 | PUF Enclosure (Walls, Ceiling and ridges): It shall be made up of 60 mm thick rigid PUF, CFC free with profile surface on one side, conforming to IS-12436-88 with subsequent amendments having density of 40±2 kg/m3 sandwiched between 0.5 mm pre-painted Galvanized steel sheet as per IS-14246-95 with subsequent amendments with 18-20 microns of Exterior Polyester Coating of white color on epoxy primer on both sides. The basic substrate shall be Gr-120 Hot dip Galvanized steel. The panels shall be made by continuous line and are joined together by means of Tongue-n-groove joint system. The joints shall be air-tight by using proper sealant (like silicon PU foam etc). The PUF panels shall have closed cell content of 90-95%; Thermal Conductivity of 0.023 at 10W/mK; Compressive strength of 2.1 Kg/m2 (at 10% deformation); Water vapor permeability 0.08-0.12 gm/h_m2; Self-extinguishing fire property. | | 95.24 | 95.24 Sqm |
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| 108 | 79 | Eaves boarding (8inch) | | 21.94 | 21.94 rm |
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| 109 | 80 | Color coated CGI Roofing (24SWG gauge) | | 33.43 | 33.43 sqm |
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| 110 | 81 | Ridge | | 5 | 5.00 rm |
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| 111 | 82 | Providing/Fabrication/Fitting of Aluminium framed doors and windows of following dimensions: | | 1 | 01 C.Job |
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| 112 | 83 | P/F of Anchorage mechanism made up of MS plates required for anchorage of vertical posts, Horizontals, truss works complete. The jobs include cutting/welding works to be carried out as per site requirement. | | 125.6 | 125.60 Kgs |
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| 113 | 84 | Painting of whole MS Frame with two coats of red oxide and two coats of enamel paint after surface cleaning by using proper grade of emery paper. | | 1 | 01 C.Job |
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| 114 | 85 | Creation of 63 KVA Electric Sub Station as per the technical specifications given below:-\nS/I/T/C of 63 KVA (Level-2) 3-phase and Neutral HT Transformer of following specifications:- | | 1 | 01 unit |
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| 115 | 86 | Providing and fixing of two pole structure bed for resting of HT transformer, comprising of 2 No STT poles as per SP-33 specifications with 9 meters length. The poles are fitted/welded with 18” | | 1 | 01 c job |
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| 116 | 87 | Providing and fitting of channels for mounting of various accessories: | | 250.14 | 250.14 Kgs |
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| 117 | 88 | Supply, Installation, Testing and commissioning of Gang operated Air break switch, outdoor type, triple pole, suitable for vertical installation, single break provided with locking arrangement at both ON and OFF position consisting of MS channel, HT post double insulator, copper or copper alloy high pressure heavy contact assembly, rod, operating handle and 2 length of 32mm dia. GI pipe conforming to IS 1818 1961, 06 No. of insulators, rated voltage 11KV 200A complete as per IS specs. | | 2 | 02 c jobs |
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| 118 | 89 | Supply, Installation, Testing and commissioning of drop out fuses expulsion type suitable for vertical installation consisting of GI channel base, two polymer insulator per phase complete with fuse carrier Bakelite to be with heavily tinned nonferrous metal bar, spring loaded phosphor bronze contacts complete manufactured as per relevant IS specs with suitable fuse element 100A rated voltage 11KV complete. | | 1 | 1 job |
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| 119 | 90 | Supply, Installation, Testing and commissioning of Lightning arrestor station class, 10KA, 30KV, effectively grounded system as per I.S.3070 part I of 1985. Suitable for 11KV. | | 1 | 01 Set |
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| 120 | 91 | Supply and fitting of pin insulator set similar to BHEL or equivalent as per I.S specs to be fitted near the tapping point. | | 1 | 01 job |
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| 121 | 92 | Supply and Installation of MS tubular poles of 09 meter long having reduced diameter of (114.3×4.54)mm X (139.7×5.4)mm X (139.7×4.5)mm from top to bottom and shall be anti-corrosive painted. The pole shall conform to SP-33of IS-2713 1980.The job includes providing/ laying of cement concrete in 1:2:4 mix for grouting of each pole. The poles shall be fitted/welded with 18” | | 8 | 08 units |
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| 122 | 93 | P/F of nuts, bolts of various sizes as per site requirement. | | 50 | 50 Kgs |
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| 123 | 94 | Providing and fitting of ACSR as per IS 398 (part-2) 1996 for ACSR (Galvanised steel reinforced) for fitment of various accessories. | | 40 | 40 m |
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| 124 | 95 | Supply, Installation and Testing of 35 Sq mm XLPE Aluminum cable (ABC type) of 11 KV grade with following specs. | | 200 | 200 m |
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| 125 | 96 | P/F of 11 KV cable termination kit for connecting 35Sq mm XLPE cable (ABC type) with the existing HT line near tapping point and 100 KVA HT transformer. | | 4 | 04 jobs |
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| 126 | 97 | Supply, Installation, Testing & Commissioning of outdoor type main circuit breaker MCCB 250A, 4-pole, 3-phase 415 ± 15% volts, Frequency: 50± 3% C/S current 50 KA breaking capacity. The MCCB shall be housed in a panel fabricated out of 14 SWG, duly given two coats of grey colour powder coating, the door of the panel shall have a locking arrangement and mounted on MS stand of height 5 ft. The stand shall be duly grouted in M10 mix plain cement concrete. The panel shall be installed as per the direction of the site Engineer. | | 1 | 01 c job |
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| 127 | 98 | Fabrication, Providing and fitting of 100 Ampere Modular control panel of appropriate size fabricated out of 14 SWG sheet having required openings/vents and protection Class : IP-55 & fitted with accessories as under: | | 2 | 02 Complete jobs |
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| 128 | 99 | Providing, fitting, testing and commissioning of voltage controller as per specifications below: | | 2 | 02 units |
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| 129 | 100 | Supplying, Installation, Testing and Commissioning of Automatic Power Factor Controller for improvement of power factor as per details below:- | | 1 | 01 unit |
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| 130 | 101 | Providing and Fitting of 50 mm2, 3.5-Core, XLPE Armoured Aluminium Cable conforming to IS: 7089 part 1st as service line from the HT transformer to control panel including necessary thimbling, crimping, taping etc. | | 30 | 30 m |
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| 131 | 102 | Providing and fitting of 10 mm2, 3-Core flat submersible copper cable conforming to IS: 694 (Part 1st) – 1964 & IS: 694 (Part 2nd) - 1964 for Submersible Pumping Unit. The cable connections terminal shall be fitted with copper thimbles of required size. | | 90 | 90 meters |
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| 132 | 103 | P/I of earthing station for 63 KVA substation, LT panel and stabilizer comprising of company fabricated earthing electrode as per IS: 3043. The job includes Auguring of bore of required dia/depth for installation of electrode along with backfill compound mixed with soil and all other items required thereof for achieving the best result. The job includes connecting of electric gadgets through GI strip as per relevant standards. | | 5 | 05 Jobs |
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| 133 | 104 | Providing and fitting of portable Fire Extinguisher, powder type. | | 2 | 02 Jobs |
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| 134 | 105 | Providing/ laying of 6mm thick high density anti skid rubber floor matting on the machine floor level area including the floor surface area around power control panels and other gadgets. The job includes cleaning of the floor and the under surface of the matting removing dust, dirt, grease and loose sand grains if any. Applying the adhesive of sufficiently high bonding strength both on the floor as well as on the under surface of the rubber matting for fixing. | | 50 | 50 sft |
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| 135 | 106 | Illumination of Premises:\nProviding and erection of 9 Mtr long Hot Dip Galvanized octagonal pole (single Section) with bottom 150mm, top 75mm wide, thickness 3mm with 70 Microns Zinc coating having inside arrangement for providing of power connection along with following items. | | 1 | 01 complete job |
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| 136 | 107 | Providing, installation, testing and commissioning of area lighting 120 Watt LED (Street Light Type) on top of octagonal pole vide item No.36 | | 3 | 03 jobs |
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| 137 | 108 | Providing Laying and connection of 2Cx10 mm² XLPE Aluminum Armored Cable from the connector of high mast pole to the stabilizer. The job includes underground laying or overhanging as per requirement and directions of the site in-charge. | | 90 | 90 m |
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| 138 | 109 | Providing and installation of Junction Box with DP 32 A MCB to serve as Main switch for LED Lighting. The job includes making of electric connection to the circuit. | | 1 | 01 job |
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| 139 | 110 | Providing, Installation and testing of 2KVA fully automatic voltage stabilizer with input voltage 70-240 V and output 220 V. The stabilizer shall be installed and connected to the electric circuit as per location provided by site incharge. | | 1 | 01 unit |
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| 140 | 111 | Electrification of Pump House:\nProviding fitting of lighting points in 3/20 PVC copper conductor in high quality PVC circular conduit duly fitted with ferrules and screws of sufficient strength to hold the circular conduit with u clamps in proper and aligned fashion for best aesthetic look. The job includes the cost of all bends, connecters etc required. The lighting points have the angle holders with energy savers fitted with 5 Amperes control switch fitted on a common plate flushed with the wall for better esthetic look. | | 8 | 8 jobs |
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| 141 | 112 | Providing fitting of Heating points in 7/20 PVC copper conductor in high quality PVC circular conduit duly fitted with ferrules and screws of sufficient strength to hold the circular conduit with u clamps in proper and aligned fashion for best aesthetic look. The job includes the cost of all bends, connecters etc required. The lighting points have the angle holders with energy savers fitted with 15 Amperes control switch fitted on a common plate flushed with the wall for better esthetic look. | | 3 | 03 jobs |
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| 142 | 113 | P/F of Horizontal Distribution board with No. of incoming and outgoing way (16) Make- Equivalent in Havells | | 1 | 01 job |
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| 143 | 114 | Providing/fitting of 18“ sweep ceiling fan of standard make including the cost of cables, connections along with speed regulator and control switch for the power supply. | | 1 | 01 job |
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| 144 | 115 | Supply, installation, Testing & commissioning of 1000VA Full Sine wave power inverter (Make: Microtek/Luminous) including Providing / Installation of 12V, 180AH Tubular inverter Battery with trolley and cover. (Make: Amaron /Exide) with 2-core 6mm2 Cu wiring as per site requirement along with other accessories like SS-Combine (02 No’s), 3-pin plugs etc of reputed make for proper fitment and installation of the item. | | 1 | 01 job |
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| 145 | 116 | Providing, laying & fixing with adhesive/bonding material of insulation rubber mats on the floor of the pump house, covering area around electro-mechanical machinery for safeguarding the life & limb of the workmen due to possible leakage of current & short circuit. The floor surface shall be made good & shall be free from dust, grease, foreign material & moisture free. The mats shall be as per IS 15652:2006 & shall have the following specifications: - | | 10 | 10 m |
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| 146 | 117 | TOOL KIT For Maintenance: -\nThe Tool Kit for maintenance shall comprise of the following and all the items as mentioned below shall be of Taparia make: | | 1 | 01 C. Job |
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| 147 | 118 | a) Fabrication, welding and providing at site MS angle iron for fabrication of beds out of (ISA-40x40x5 mm). The top of the bed shall be fixed with 19mm thick ply board of required size. The bed size one of 4'x6’ with 06 legs/vertical supports each of 2ft height with one ISA-40x40x5 of 4' length at centre for extra support is included. (02 No’s) | | 1 | 01 Comp Job |
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| 148 | 119 | Providing of solar/ electrical lantern chargeable on both solar & electrical 220v supply. (Andslite/Philips/Syska/Wipro). | | 1 | 01 No. |
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| 149 | 120 | Providing of bamboo ladders 18 feet long along with 15 feet long Link rods and HT Glove pair (01 No each) | | 1 | 01 c job |
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| 150 | 121 | Providing of 1 KW heat convector for operators for winter season. | | 1 | 01 unit |
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| 151 | 122 | Providing and fitting of 01 No. LED (scroll type) sign board fabricated out of stainless steel and metal showing the names of water supply scheme and the Department. | | 9 | 9.0 sft |
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| 152 | 123 | Providing and fitting of 01 No. angle iron/sheet metal board duly painted showing various specifications of the mechanical and electrical equipments installed at site. | | 24 | 24 sft |
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