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| 1 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in hard/denseof soil complete all as specified and directed. |
| 2 | All as per item No 01 above but exc 1.5m and n. exc 3.0m in depth complete all as specified and directed. |
| 3 | M&L for PCC (1:4:8) Type D2(using 40mm graded stone aggregate) as in foundation filling mass concrete, complete all as specified and directed. |
| 4 | M&L for PCC(1:2:4) type B-1 (using 20mm graded stone aggregate) as in coping, complete all as specified and directed. |
| 5 | M&L for Brick work with old size, sub class \"B\" bricks, straight or curved on plan exc. 6m mean radius built in cement mortar (1:6) complete all as specified and directed. |
| 6 | M&L for 15 mm thick rendering in cement mortaron fair faces of brick work or concrete surfaces , applied in two layers ie. Ist layer of 10 mm thick rendering in cement mortar (1:6 ) and 2nd ( top ) layer of 5 mm thick rendering in cement mortar (1:4 ) and top layer mixed with water proofing compound as per manufacturer\"s instruction & finished even and smooth without using extra cementincluding taking down existing cement plaster of any description and in any position and racking out joints, hacking for key, scrubbing down with water etc & prepared to receive new plaster complete all as specified and directed.(Note:- Water proofing compound shall be measured and paid seperately under appropriate item of Sch \"A\" as \"supply only\") |
| 7 | M & L for DWCPE Pipe (SN8) 180 (OD)/163 (ID) mm dia Pipes including testing alongwith necessary jointing material tees/union/socket etc complete all as specified and directed. |
| 8 | M&L Sand filling under floor or in foundations including watering and consolidation complete all as specified and as directed. |
| 9 | M&L for providing cement concrete (1:2:4) type B-0 (using 12.5mm graded stone aggregate) in surfaces channels drains and benching including form work and finishing fair and smooth using extra cement ( forming fair finished channel shall be measured and paid for separately) complete all as specified and as directed. |
| 10 | M&L for precast cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) as in cover slabs for man holes and set in CM 1:4 including necessary form work complete all as specified and as directed. (Note Rienforcement and form work shall be measured paid separately) |
| 11 | Cutting holes in brick/ stone wall, depth of embedment portion of hold fast exc half brick wall but not exc one brick wall, built in cement mortar or cement lime mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as required complete all as specified and directed |
| 12 | M&L Excavation over areas, and not exceeding 1.5m in depth and getting out in soft/loose soil complete all as specified and directed. |
| 13 | M&L for excavation over areas exc 1.50 m depth but n exc 3.00 m deep in soft/loose soil complete all as specified and directed. |
| 14 | All as per item No 13 but depth exc 3.00 m and but not exceeding 4.50 complete all as specified and directed. |
| 15 | M&L for plain cement concrete (1:3:6) type C-2 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. |
| 16 | M&Lfor mild steel TMT bars,10mm dia and over, cut to length bent to shape required including cranking bending spirally for hoping for coloumns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality complete all as specified and directed. |
| 17 | M&L for reinforced cement concrete, M-25 (design mix) (using 20mm graded stone aggregate) as in foundation, including rafts, footings, foundation beams, plinth beams, bases for columns, etc. basement slabs and mass cocrete complete all as specified and directed. |
| 18 | M&L for RCC M-25 ( Design Mix ) (using 20mm graded stone aggregate) as in suspended slabs supported on walls/columns, in floors, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 19 | M&L for RCC M-25 ( Design Mix ) (using 20mm graded stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. |
| 20 | M&L for form work to soffit of suspended slabs such as roof slabs, floor slabs, landings and simillar works not exceeding 20cm thick and rough finished surfaces of concrete complete all as specified and directed. |
| 21 | M&L for Form work to faces of walls, retaining walls, abutments parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to batter surfaces complete all as specified and directed. |
| 22 | M&L for Form work to sides of concrete foundations, footings, base of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams etc for rough finished flat surfaces complete all as specified and directed. |
| 23 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc.25 cm thick each layer complete all as specified and directed. |
| 24 | Removing excavatedmaterial (soil), not exceeding 50m and depositing where directed at level not exc 1.5m above the starting point complete all as specified and directed. |
| 25 | S&F for 110mm dia PVC(SWR)pipes single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and directed. |
| 26 | S &Ffor PVC (SWR)vent cowl, 110 mm bore pipe complete all as specified and directed. |
| 27 | M&L for 15 mm thick rendering in cement mortar (1:3) on brick / concrete/ stone surfaces finished even and smooth without using extra cementcomplete all as specified and as directed. Note : Water proofing compound shall be measured and paid separately under appropriate item of BOQas\"supply only \" |
| 28 | Supply only Liquid water proofing compound complete all as specified and directed. |
| 29 | M&L for brick work with old size builtbrick work in honey comb walling, in (1:4) CM complete all as specified and directed. |
| 30 | Material and labour for Broken bricks Aggregate for loose filling, of gauge 80 mm to 150 mm graded complete all as specified and directed. |
| 31 | Supplying, laying, connecting, jointing and testing centrifugally cast (spun) iron pressure pipes of 150mm bore, with spigot and socket ends, Class LA, suitable for CI pipe of 150mm bore, complete all as specified and directed. |
| 32 | Supplying, laying, connecting, jointing and testing centrifugally cast (spun) iron pressure pipes of 80mm bore, with spigot and socket ends, cowl, Class LA, suitable for CI pipe of 80mm bore, complete all as specified and directed. |
| 33 | M&L Hand rails, half round or other stock section or core for wooden hand rail straight portion , drilled and counter sunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing postincluding cutting tops to shape as directed, drilling holes, notching for wire , etc.; flat iron fillets ( for securing wire mesh etc. including all necessary drilling , bolting or rivetting , etc., and similar work conforming to Fe 290 Gde E 165 with and including applying two coats of synthetic enamel paint over a coat of primer alround before fixing in position complete all as specified and directed |
