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| 1 | Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as per direction of Engineer-in-charge, within a lead of 50m - all kinds of soil |
| 2 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering , etc.and disposing of surplus excavated soil as directed, within a lead of 50m - All kinds of soil -Pipes, cables etc, exceeding 80mm dia but not exceeding 300 mm dia. |
| 3 | Supplying and filling with quarry rubbish including watering, ramming, consolidating and dressing etc., complete all as directed by the Engineer-in-charge |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level - 1:4:8 (1 cement : 4 fine aggregate : 8 graded stone aggregate 40mm nominal size) |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:6 (1 cement : 6 fine aggregate) |
| 6 | 12mm cement plaster of mix -1:6 (1 cement : 6 fine aggregate) |
| 7 | Providing , hoisting and fixing upto plinth level precast reinforced cement concrete for drain cover slab of length varying upto 1.5 m of various thickness including the cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3( 1 cement :3 fine sand) in all faces of the slab but excluding the cost of reinforcement with 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm) |
| 8 | 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 Fe - 500D or more |
| 9 | Providing and fixing C.I. sluice valve (PN 1.6) (with handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 100 mm dia. |
| 10 | Providing and fixing Cast iron flanges conforming to IS specification 1538 and ISI marked. - 100 mm dia. |
| 11 | Providing, laying and jointing UPVC pipes (0.6 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment, including cost of solvent cement, excluding UPVC specials such as bends,tees, threaded pieces, couplers, reducer, endcaps etc., complete all as per IS and CPWD specification. - 110mm dia. |
| 12 | Providing and fixing in position UPVC moulded equal Tee (1 Mpa) conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc, complete -110mm dia |
| 13 | Providing and fixing in position UPVC moulded plain coupler (0.6 Mpa) conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc, complete - 110mm dia. |
| 14 | Providing and fixing in position UPVC moulded endcap (0.6 Mpa) conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc,complete - 110mm dia. |
| 15 | Providing and fixing in position UPVC moulded tail piece without flange (0.6 Mpa)conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc, complete - 110mm dia. |
| 16 | Providing and fixing in position UPVC fabricated bend (0.6 Mpa) conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc, complete - 110 mm dia. Please Enable Macros to View BoQ information |
