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| 1 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire&runningchargesofallequipments,tools,plants&machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.All types of soil. 300 mm dia |
| 2 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire&runningchargesofallequipments,tools,plants&machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.Rocky strata including Boulders. 300 mm dia |
| 3 | Supplying,assembling,loweringandfixinginverticalpositioninbore well, unplasticized PVC medium well casing (CM) pipe of required dia, conformingtoIS:12818,includingrequiredhireandlabourcharges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia |
| 4 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia |
| 5 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 6 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \"V\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge |
| 7 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia |
| 8 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete : 200 mm dia |
| 9 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).: 200 mm dia |
| 10 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. |
| 11 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil |
| 12 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 14 | Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in: cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 15 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 16 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 17 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. |
| 18 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 19 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 20 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 21 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 22 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 23 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 28 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 29 | Neat cement punning |
| 30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 31 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 32 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 33 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.l. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 34 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. |
| 35 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 50 mm nominal dia Pipes |
| 36 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work: 50 mm nominal dia Pipes |
| 37 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 25 mm nominal dia Pipes |
| 38 | Providing and fixing CPVC Union in CPVC pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 50 mm nominal bore |
| 39 | Providing and fixing CPVC Union in CPVC pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth orcutting of wall and making good the same complete wherever required) : 50 mm nominal bore |
| 40 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m² |
| 41 | Structural steel work riveted, bolted or welded 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. |
| 42 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works |
| 43 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 44 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.: 110 mm Shoe |
| 45 | Supply /Installation / Testing and Commissioning of 100 mm (4\") dia submersible pump, 3 phase oilfilled 5.0 HP / 3.7 KW, having 26 stage capacity of full load current 10.6 amp with discharge dia of 50 mm stainless steel impeller assembly with stainless steel protecting ring motor rewirable and stator with stainless steel casing with all required fittings and pad assembly etc comp. as requiredHP/KW: 5/3.7Outlet size: 50 mm Voltage: 415 V , 3 Ph, 50 Hz Av SupplyStarting Method: DOLRated Current: 10.6 A in 3 PhDischarge Min: 1.75 LPSDischarge Max: 3.25 LPS |
| 46 | Supply and fixing of Nylon rope of size 16 mm of reputed ISI make, capable / suitable to hold the submersible pump in the bore at required depth of pump rating up to 5 HP 20 stage complete etc. as required. |
| 47 | Supply and fixing of following size of uPVC Column pipe heavy duty of reputed ISI mark, capacity to bear 15 kg / sq cm in the borewell with connected to submersible pump including providing and fixing all required accessories connection with pump and delivery line etc. complete as req : 40 mm |
| 48 | Supplying And Fixing PVC insulated and PVC sheathed submersible cable with plain copper conductor having 3 Core of size 3 x 4 sq mm of ISI mark with connectionto pump in bore well to panel board with fixing suitable size of Metal / PVC clips etc. complete as req. |
| 49 | Supply and fixing suitable size submersible pump control panel in sheet enclosure suitable for 5HP submersible pump set Motor Rating AC - 3 Duty, 415 V, 50 HZ 3 Phase with ameter, voltmeter, 32A TPN MCB, DOL stater, on / off switch, indicator lamp and connector etc. complete as required. |
| 50 | Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc. 50 mm dia nominal bore. |
| 51 | Supply of PVC insulated & PVC sheathed XLPE power cable of size 4 x 10 sqmmof 1.1KV grade armouredunderground Aluminium conductor cable confirming to ISI 1554 part I (with up to date amendments). |
| 52 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cableof size on surface etc. as required.: Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 53 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC / HUME/Stoneware / METAL pipe as required.Upto 35 sq. mm |
| 54 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required but excluding sand cushioning, protective covering. Upto 35 sq. mm |
| 55 | Supplying and Fixing TPN Sheet steel enclosure on surface/recess along with 16/25/32 A, 415 V \"C\" Curve TPN MCB complete with connections, testing and commissioning etc. as required. |
| 56 | Supplying & Making end termination with brass compression gland and aluminium lugs for 4 x 10 sqmm size PVC insulated & PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required |
| 57 | Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessaries, and providing masonery enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc, with charcoal / coke salt as required |
| 58 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required |
