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| 1 | Earth work in excavation exclusively for openwell including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposals of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available.Ordinary Rock |
| 2 | 54.00 to 55.50 Mtr. |
| 3 | 55.50 to 57.00 Mtr. |
| 4 | 57.00 to 58.50 Mtr. |
| 5 | 58.50 to 60.00 Mtr. |
| 6 | 60 to 61.50 Mtr. |
| 7 | 61.50 to 63.00 Mtr. |
| 8 | 63 to 64.50 Mtr. |
| 9 | 64.50 to 66.00 Mtr. |
| 10 | 66.00 to 67.50 Mtr. |
| 11 | 67.50 to 69.00 Mtr. |
| 12 | 69.00 to 70.50 Mtr. |
| 13 | 70.50 to 72.00 Mtr. |
| 14 | 72.00 to 73.50 Mtr. |
| 15 | 73.50 to 75.00 Mtr. |
| 16 | 75.00 to 76.50 Mtr. |
| 17 | 76.50 to 78.00 Mtr. |
| 18 | 78.00 to 79.50 Mtr. |
| 19 | 79.50 to 81.00 Mtr. |
| 20 | 81.00 to 82.50 Mtr. |
| 21 | 82.50 to 84.00 Mtr. |
| 22 | 84.00 to 85.50 Mtr. |
| 23 | 85.50 to 87.00 Mtr. |
| 24 | 87.00 to 88.50 Mtr. |
| 25 | 88.50 to 90.00 Mtr. |
| 26 | Add 20% extra over item No. 2.35 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering.75.00 mtr to 84.00 Mtr |
| 27 | 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. up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding cost of centering shuttering and reinforcement : 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size). |
| 28 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members andremoval of formwork for superstructure up to 4.5 mtr aboveplinth,for: Walls (any thickness) including attached pilasters, buttresses, plinth and string course. |
| 29 | Providing and fabricating steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. All steel shall be procured from ‘Original producers’who manufacture billets directly from iron ores and roll the billets to produce steel conforming to IS: 1786, etc as per specification for road and bridge works of MORTH fifth revision April 2013, Clause 1009.3.1 Hot rolled deformed bars. |
| 30 | Structural steel work 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 above plinth level up to 4.5 Mtr. height in R.S. Joists flats, tees, angles and channels. |
| 31 | Labour charges for horizontal boring I 00 mm dia in open well in rocky strata with all types of rock cutting & drilling tools etc. including all T &P required for job including dewatering arrangement. |
| 32 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. |
| 33 | Supply & Installation of 3 phase ISI marked submersible motor pump set offive star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.Upto7.5 KW (10 HP) & upto 120 mtr. |
| 34 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for440 Volt AC Supply. Above 10 HP and up to 15 HP |
| 35 | Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc.3 core 4.0 mm2 |
| 36 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 65 mm dia |
| 37 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. 80 mm Dia |
| 38 | Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended upto date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittings and PVC rope confirming to IS 5175:1992 or amended upto date, along with clamping of submersible cable etc. complete in all respect.63 mm Dia |
