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| 1 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/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 for all lift, as directed by Engineer-in-charge. |
| 2 | All kinds of soil |
| 3 | Earth work in excavation by mechanicalmeans (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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 4 | All kinds of soil. |
| 5 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 in and lif upto 1.5m. |
| 6 | All kinds of soil |
| 7 | Fillingavailableexcavatedearth (excludingrock)intrenches,plinth.sidesof foundationsetc.inlayersnotexceeding 20cmindepth,consolidatingeach deposited layer by ramming and watering, lead up to 50 m and for all lift |
| 8 | Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 9 | 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) |
| 10 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | 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 : |
| 13 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 19 | 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. |
| 20 | 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. |
| 21 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 22 | 12 mm cement plaster of mix : |
| 23 | 1:4 (1 cement: 4 fine sand) |
| 24 | Finishing walls with Acrylic Smooth exterior paint of required shade . |
| 25 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm |
| 26 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 27 | Two or more coats on new work |
| 28 | 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-in-charge. |
| 29 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 30 | Providing and fixing High density Poly ethylene (HDPE) pipes confirming to IS:4984-2016) RM Grade PE -100, having thermal stability for hot & cold water supply, including all HDPE plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work |
| 31 | PN - 10 Pipe, 50 mm OD (SDR-13.6) |
| 32 | PN - 10 Pipe, 90 mm OD (SDR-13.6) |
| 33 | Supplying, installing, testing and commissioning of Kirloskar make 5 HP super mono premium Monoblock Diesel Pump set having suctionand delivery 80mmx65mm or equivalent with all accessories including common base plate, coupling, coupling guard, foundation bolts, coupling flanges, attached fuel tank, suitable foot valve and all other accessories as required. |
| 34 | Supplying PVC Rigid Hose pipe with hose pipe connector clamp etc. as required at site and as directed by Engineer-in-charge. |
| 35 | 3\" dia |
| 36 | 2.5\" dia |
| 37 | Providing and fixing All in One Premium Street light 150 lm/W with built in Mono crystalline Panel, Lithium Ferro Phospate (LiFePO 4) Battery, MPPT charge controller and PIR sensor Model no. SUNSOKO AIO BSZSL 30L, 20 W of make Bajaj or equivalent, alongwith GI pole of 40mm dia medium grade fixed to ground by embedding 60 cm in concrete of size 40x40x70 cm of mix 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size), pole height above GL 5.40 mtr. with mandatory gurantee and warranty etc. complete as per the direction of Engineer-in-charge. |
| 38 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth and selection no. 1 grass turf with earth 50mm to 60 mm thickness. |
| 39 | With grass turf |
| 40 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
