Construction of rain water harvesting pit at administrative building in IA Baghpat Distt Baghpat

Amount

Civil Works.

Earth work in rough excavation, banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per For all kind of soil. Depth from 0.0 to 1.5 M below GL

Earth work in rough excavation, banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per For all kind of soil. Depth from 1.5 to 3.0 M below GL

Earth work in rough excavation, banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per For all kind of soil. Depth from 3.0 M to 4.5 M below GL

Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the work UPPWD SOR /281/P-17

M-150 brick work in 1:6 cement & fine sand 1.25F.M mortar in foundation and plinth including supply of all materials labour complection of the work UPPWD SOR 303 Same as item no 305 but in 1:4 one ceement & four coarse sand of 2.20 F.M mortar UPPWD SOR 2020/305a

12mm cement plaster 1:6(1cement :6 coarse sand) UPPWD Sor

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-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).All works upto plinth level All works up to plinth level based on uppwdsor 5.33.1

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.up to plinth level Thermo-Mechanically Treated bars./cold twisted bars DSR-18/5.22.6 0 DSR-18/5.22.6

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform UPPWD SOR DAR-5.9.3

Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls. UPPWD DAR-5.9.16.1

Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. UPPWD DAR-5.9.5

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, reparing 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/18/23.1.1.1 UPPWD SOR DAR 23.1.1.1

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. 150 mm nominal size dia. UPPWD SOR DAR 23.4.2

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 UPPWD SOR DAR 23.5

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... UPPWD SOR DAR 23.6

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. .. UPPWD SOR DAR/23.7

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 DSR/18/19.6.2

Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 2 pipe of following diameter including centring shuttering but excluding excavation as per approved. AR/YEIDA

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.UPPWD SOR DAR 23.8

P&F 560 mm dia cover with frame (Heavy duty) DSR 18/3860

HARSH ASSOCIATES

MS UMMAD ALI