RAIN WATER HARVESTING



BASIC RATES(SH: 23.0 RAIN WATER HARVESTING & TUBEWELLS)
Code
No.		 Description Unit Rate
0005 Hire charges of Diesel Truck - 9 tonne day 2000.00
0020 Hydraulic Excavator (3D) with driver and fuel day 7000.00
0040 Air compressor 250 cfm with two leads for pneumatic cutters / hammers day 1600.00
0103 Blacksmith 2nd class day 679.00
0113 Chowkidar day 558.00
0114 Beldar day 558.00
0115 Coolie day 558.00
0123 Mason (brick layer) 1st class day 738.00
0124 Mason (brick layer) 2nd class day 679.00
0130 Mistry day 738.00
0134 Rock Hole Driller day 558.00
1235 Diesel litre 73.50
2319 Carriage of spun iron S & S pipes 100 mm dia 100 metre 226.82
2321 Carriage of Spun iron S & S pipes 150 mm dia 100 metre 378.03
2322 Carriage of Spun iron S & S pipes 200 mm dia 100 metre 614.93
2343 Carriage of Ductile Iron pipes (k7) 100 mm dia 100 metre 226.82
2344 Carriage of Cast iron pipes 150 mm dia 100 metre 378.03
2345 Carriage of Cast iron pipes 200 mm dia 100 metre 614.93
7743 M.S. pipe 150 mm dia casing pipe metre 1126.00
7744 M.S. pipe 200 mm dia casing pipe metre 1400.00
7745 PVC blind pipe 150 mm dia as per IS: 12818 metre 508.62
7746 PVC blind pipe 200 mm dia as per IS: 12818 metre 788.12
7747 M.S. cap 150 mm dia each 150.00
7748 M.S. cap 200 mm dia each 200.00
7749 M.S bail plug 150 mm dia each 200.00
7750 M.S bail plug 200 mm dia each 220.00
7751 PVC slotted pipe 150 mm dia as per IS: 12818 metre 550.00
7752 PVC slotted pipe 200 mm dia as per IS: 12818 metre 840.00
7753 Stone Boulder 50 mm to 200 mm cum 850.00
7754 Gravel 5 mm to 10 mm cum 850.00
7755 Gravel 1.5 mm to 2 mm cum 850.00
7756 Gravel 3 mm to 6 mm cum 850.00
7757 M.S. pipe 100 mm dia casing pipe metre 800.00
7758 uPVC blind pipe 100 mm dia as per IS: 12818 metre 442.00
7759 uPVC slotted pipe 100 mm dia as per IS: 12818 metre 480.00
7760 M.S. cap 100 mm dia each 135.00
7761 M.S. bail plug 100 mm dia each 160.00
7762 Precast R.C.C. perforated slab each 875.00
7763 Water supply tanker of 5000 litre capacity each 900.00
7764 M.S. socket 100 mm dia each 125.00
7765 M.S. socket 150 mm dia each 205.00
7766 M.S. socket 200 mm dia each 265.00
7772 Pea Gravel cum 950.00
9988 Carriage and sundries L.S. 2.00
9999 Sundries L.S. 2.00
23.0 RAIN WATER HARVESTING & TUBEWELLS
Code
No.		 Description Unit Rate
23.1 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 & 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.    
23.1.1 All types of soil    
  23.1.1.1 300 mm dia metre 512.30
  23.1.1.2 350 mm dia metre 560.30
  23.1.1.3 400 mm dia metre 717.20
23.1.2 Rocky strata including Boulders    
  23.1.2.1 300 mm dia metre 1223.20
  23.1.2.2 350 mm dia metre 1293.80
  23.1.2.3 400 mm dia metre 1538.95
23.2 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 & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.    
23.2.1 All types of soil    
  23.2.1.1 300 mm dia metre 597.65
  23.2.1.2 350 mm dia metre 664.05
  23.2.1.3 400 mm dia metre 896.50
23.2.2 Rocky strata including Boulders    
  23.2.2.1 300 mm dia metre 1349.95
  23.2.2.2 350 mm dia metre 1411.75
  23.2.2.3 400 mm dia metre 1808.50
23.3 Supplying, assembling, lowering and fixing in vertical position in bore well, 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.    
  23.3.1 100 mm nominal size dia metre 600.35
  23.3.2 150 mm nominal size dia metre 690.75
  23.3.3 200 mm nominal size dia metre 1066.05
23.4 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.    
  23.4.1 100 mm nominal size dia metre 651.45
  23.4.2 150 mm nominal size dia metre 746.15
  23.4.3 200 mm nominal size dia metre 1135.80
23.5 Supplying, filling, spreading & leveling stone boulders of size range5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. cum 1326.55
23.6 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. cum 1326.55
23.7 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.
 		 cum 1326.55
23.8 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. cum 1497.70
23.9 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin- charge. each 1210.85
23.10 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.    
  23.10.1 100 mm nominal size dia having minimum wall thickness
5.00 mm		 metre 1187.95
  23.10.2 150 mm nominal size dia having minimum wall thickness
5.00 mm		 metre 1661.85
  23.10.3 200 mm nominal size dia having minimum wall thickness
5.40 mm		 metre 2062.05
23.11 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having
slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.		    
  23.11.1 100 mm nominal size dia metre 1268.75
  23.11.2 150 mm nominal size dia metre 1769.60
  23.11.3 200 mm nominal size dia metre 2171.05
23.12 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  eveloped, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by  tep draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,  ncluding hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. hour 857.60
23.13 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:    
  23.13.1 100 mm dia each 189.65
  23.13.2 150 mm dia each 210.75
  23.13.3 200 mm dia each 280.95
23.14 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.    
  23.14.1 100 mm clamp each 1409.30
  23.14.2 150 mm clamp each 1489.80
  23.14.3 200 mm clamp each 1691.15
23.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).    
  23.15.1 100 mm dia each 227.45
  23.15.2 150 mm dia each 280.95
  23.15.3 200 mm dia each 307.75

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