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| 1 | Labour for the erection of submersible pumpsets in borewell including fixing and jointing submersible cable with proper claps upto the starter to the required depth and also fixing of riser pipes to the required depth values erection clamps, pressure gauges upto exterior wall of the pump room and erection of panel board consisting of TPICN, Switches starter, Voltmeter, Ammeter 3 pilot (including lamps) capacitor, single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules including construction of earth pits with earthing materials as per rules etc. complete testing pumpsets ontrial run 30 days and as directed by Corporation officers. |
| 2 | Earth work excavation in all kinds of soil including sand, silt, wet sand under water, black cotton, stiff black cotton, clay, hard stiff clay, hard red earth, murram, stoney earth, gravel and shales etc. excepting all kinds of rock and boulders exceeding 0.014 c.u.m. in volume including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 2m initial lift as per the direction of Engineer-in-charge. |
| 3 | Cement concrete 1:4:8 (one cement, foursand and eight aggregate) using 40mm hardbroken granite stone jelly for foundationincluding dewatering if found necessary andlaid in layers of not more than 15 cm thickand compacted etc.,complete complying witstandard specification. |
| 4 | Supplyingand erecting SHUTTTERING including necessary supports for plane surfaces such as Verticalwallsetc, using mild steel sheets of size 90cm X 60Cm and BG 10 stiffened with welded mild steel angles for boarding supported by Casuarinas props at suitable intervals etc., complete complying with standard specification and as directed.hard red earth, murram, stoney earth, gravel and shales etc. excepting all kinds of rock and boulders exceeding 0.014 c.u.m. in volume including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 2m initial lift as per the direction of Engineer-in-charge |
| 5 | Cement concrete 1:3:6 (one cement, three sand and sixaggregate ) using 20mm gauge hard brokengranite stone jelly for All CC items of workexcludingcentering, shuttering, and cost of reinforcement grill but including curing finishing etc.,complete fixtures in CC works wherever necessary as directedby departmental officer etc., complete. |
| 6 | PLASTERING with cement mortar 1:5(one cement and five sand by volume)12mm thick for all internal/external surfaces like super structure, rainwater, ducts, elevation in all floors complying with standard specifications. |
| 7 | Supplying, fabricating and placing in position TMT/CTD rods for all RCC works including cost of steel and binding wire also in all floors complete complying with standard specification |
| 8 | .Supply of RCC precast slab 100mm thick in C.C. 1:1.5:3 mix using 20m baby jelly including water curing, moulding charges etc., complete. |
| 9 | Hoisting the pre cast slabs placing in position including pointing with cement mortar etc. |
| 10 | Add :- GST @ 18% |
