(LINE 12) WARD NO- 07 ME KUMHARO WALE HOLI CHOWK ME RAIN WATER HARVESTING KA NIRMAN KARYE.

Transportation From Water Rechare.

Transportation of Machine

Tansportaion of T&P by Tractor

Loading & Unloading of T&P 2 2 jobs

Return Trip of above T&P. Machine compressor and O.P. Unit

Supply of Water Rechage Assembly

Supplying, assembling, lowering and fixing in vertical position in bore well of 150 mm dia unplasticized PVC medium well casing (CM) pipe of required dia,conforming to IS: 12818, including required hire and labour charges,fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 23.3.2 (Rate pf 150 mm nominal = 793.25x0.749 = 594.144/meter

Supplying, assembling, lowering and fixing in vertical position in bore well of 150 mm dia 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.DSR Code 23.4.2 (Rate - 807.45x0.749 = 604.78/m)

Driling of Bore water recharge

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in 1S: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge,upto 90 metre depth below ground level.DSR Code -23.1.1.1 - 300 mm dia metre (Rate - 707.75x0.749 = 530.105/m)

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 -in-charge. DSR Code - 23.7 (Rate - 1538.25x0.749 = 1152.149)

Coarse sand (zone lll)DSR Code-0982 (Rate - 1450x0.749 = 1086.05/cum

Stone Aggregate (Single size) : 40 mm nominal size dsr 2025 code 0293 1400.00x0.749 = 1048.60/cu-m

0294 Stone Aggregate (Single size) : 25 mm nominal size dsr 2025 code 0293 1400.00x0.749 = 1048.60/cu-m

Water arrangement for construction of T.W.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1 All kinds of soil. DSR 2023 Item No-2.1.1 (Rate=129.85*0.749=97.26/Cum)

Cartage of ballast,kankar,coal gritt or sand etc loading and uloading but excluding stackings on paucca road upto distance 5.00 km 80% of quantity item no-5 S.I. No. 231a

1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR Code 4.1.8 Rate(6812*0.749 = 5102.190

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR ITEM No-6.1.1 (Rate =7370.65*0.749=5520.62/cum)

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR code No-13.4.1 (Rate=357.35*0.749=267.66/Sqm)

1:2:4 (1 cement : 2 coarse sand (zone-lll) derived fromnatural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR Code 2023 - 4.1.3 (Rate - 7878.50x0.749 = 5901 /cu-m

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). DRS Item No -5.2.2 (Rate=10852.95*0.749=8128.86/Cum)

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) .DSR Item No-5.22.6 (Rate=107.10*0.749)

Adjustment for Say

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