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| 1 | M&L for excavation over areas, n exc 1.5m deep and getting out in hard / dense soil complete all as specified & directed. |
| 2 | M&L for excavation over areas, exc 1.5m but n. exc 3.0m deep and getting out in hard / dense soil complete all as specified & directed. |
| 3 | M&L for excavation over areas, exc 1.5m but n. exc 4.5m deep and getting out in hard / dense soil complete all as specified & directed. |
| 4 | M&L for excavation over areas, exc 1.5m but n. exc 6.0m deep and getting out in hard / dense soil complete all as specified & directed. |
| 5 | M&L for plain cement concrete (1:4:8) type D-2 (using 40mm graded crushed stone aggregates) as in foundation of manholes and filling around the manholes complete all as specified & directed. |
| 6 | M & L for walling of random rubble uncoursed, well bonded bedded and solidly hearted, built in CM 1:4 complete all as specified & directed. |
| 7 | M &L for RCC (Nominal Mix) Type B1 (1:2:4) using 20mm graded crushed stone aggregate in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified & directed. |
| 8 | M &L for RCC (Nominal Mix) Type B1 (1:2:4) using 20mm graded crushed stone aggregate Slabs supported on walls, beams and columns in floors, roofs, landings, balconies,canopies, deck slabs and in shelves and complete all as specified & directed. |
| 9 | M & L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. |
| 10 | M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed. |
| 11 | M&L for TMT bars 10mm dia and over cut to length, bent to shape required, including cranking and hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm complete all as specified & directed. |
| 12 | M&L for TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. |
| 13 | M& L for 15mm thick cement plaster in cement mortar 1:4 on stone masonary surface or surface other than fare face of brickwork or on one side of lathing complete all as specified and directed. |
| 14 | M& L for loose filling of borken bricks with aggreagate of guage 80 to 150 mm in soakage pit , sokage wells complete all as specified and directed. |
| 15 | M & L for sand filling under floors including watering and consolidation complete all as specified and directed. N0te:-Sand shall be sharp angular free from organic matters and harmful chemical maters only punned thickness after consolidation shall be measured from payment. |
| 16 | M&L for reinforced concrete pipe class NP-2 450 mm dia laid and jointed complete all as specified & directed. |
| 17 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cms complete all as specified & directed. |
| 18 | Removing excavated material soil to a distance n.exc 50 m and deposited where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. |
| 19 | S & F PVC 100mm (SWR) pipes single socketed in any length with rubber ring joints complete all as specified and directed. |
| 20 | S&F 100 mm dia(PVC (SWR) bend with or without oval access door complete all as specified and directed. |
| 21 | S&F in repair chromium plated gratings 100mm dia with provison of with or without hole , fixed with suitable solvent cement etc complete all as specified & directed. |
| 22 | Excavation in trenches n.exc 1.5m deep for pipe line ,drains etc or for manholes etc not exc 10 sqm area on plan and n.exc 1.5m deep geeting out in hard/dence soil complete all as specified and as directed. |
| 23 | M&L for PCC 1:3:6 type C-2(using 40 mm graded crushed stone aggregate) in foudations,filling and mass concrete complete all as specified and as directed. |
| 24 | M&L for precast cement concrete block masonry exc. 10 cm width with solid block C1 (1:3:6) (using 20 mm graded crushed stone aggregate) and setting in cement mortar (1:6) complete all as specified and as directed. |
| 25 | M&L for PCC(1;2:4) type B1 using 20 mm graded crushed stone aggregate as in Coping etc complete all as specified and as directed. |
| 26 | M&L for 15 mm thick rendering on brick concrete on wall in CM (1:4) finish even and smooth using extra cement complete all as specified and as directed.. |
| 27 | M&L for PCC (1:2:4) type B1 using 20 mm graded crushed stone aggregete as in surface channel or drain complete all as specified and as directed. |
| 28 | Extra forming for fair finished drain or channel 45 cm inner girth in cement concrete using extra cement including forms moulds, mitred/stopped end etc complete all as speficed and as directed. |
| 29 | M&L for pre-cast reinforcement cement concrete (1:2:4) Type B-1, using 20 mm graded crushed stone aggregate as in cover slab for manholes, covering surface drains etc.and set in CM 1:6 complete all as specified and as directed. |
| 30 | M & L for PCC Nominal Mix M-15 type B-2 (using 20 mm grded crushed stone aggregate) as in sauser drain complete all as specified and as directed. |
| 31 | Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, broken brick bats, complete all as specified and as directed. |
| 32 | M&L for 75mm thick plain cement concrete in (1:3:6) type C1 using 20 mm graded crushed stone aggregate as in plinth protection finishing cement concrete surface even and smooth without using extra cement complete all as specified and as directed. |
| 33 | M&L for PCC (1:2:4) type B1 using 20 mm graded crushed stone aggregete as in surface channel or drain complete all as specified and as directed. |
| 34 | Excavating in trenches n exc 1.5m wide and n exc 1.5m in depth, for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc n exc 10 sqm on plan and n exc 1.5 mtr in depth and getting out hard and dense Soil inclding removing of getting soil upto a distance of 250mtr from site and complete all as specified and as directed. |
| 35 | Earth work in excavation any kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 36 | M& L for Loose filling with broken brick bats of gauge40 to 80 mm pits complete all as specified and directed |
| 37 | M&L for brick work with fly ash bricks built in CM 1:4 with sub class 'B' bricks straight or curved on plan exc 6 mtr mean radius complete all as specified & directed. |
| 38 | M&L for Providing precast cement concrete in landings, cover slabs (for man holes, RWH pit etc.) and the like etc complete all as specified and directed . |
| 39 | M&L for 150mm dia RCC Pipe class NP-2 laid in trenches and jointed in collars complete all as specified & directed. |
| 40 | M&L for rendering 15mm thick on brick or concrete surfaces of walls in CM (1:4) including finishing the surfaces even and smooth without using extra cement as in manholes, septic tank, filter bed out let drain by using water proofing compound @3% of total weight of cement used or as manufacturer's instruction.complete all as specified & directed.Note:-WPC shall be measured and paid seperately under relevant item. |
| 41 | Supply of Integral waterproofing compound complete all as specified & directed. |
| 42 | Demolition of cement concrete (un-reinforced ) in ground floors and pavings not exceeding 15cm thick(below or above ground level ) .complete all as specified & directed. |
| 43 | M&L for PCC (1:3:6) type C2 ( using 40 mm graded crushed stone aggregate) as in plinth protection of average 75mm thick including finishing cement concrete surface fair and even complete all as specified and directed . |
| 44 | M&L for PCC (1:4:8) type D2 using 40mm graded crushed stone aggregate as in 75mm thick as in sub basecomplete all as specified & directed. |
| 45 | S&F for chequered cement concrete tiles 30cmx30cmx25mm thick with grey cement and pigment set jointed and pointed in neat cement slurry laid over and including 20 mm thick screed bed of cement mortor (1:6) in floors including dismantling.complete all as specified & directed. Please Enable Macros to View BoQ information |
