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| 1 | Earth work in excavation in 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 complete all as specified and directed. |
| 2 | M&L PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. |
| 3 | M & L for precast cement concrete block masonry with solid blocks of PCC 1:3:6 (using 20mm and 12.5 mm graded stone aggregate in the proportion as directed exc 10 cm in width and set and jointedin C M 1:6 complete all as specified and directed. |
| 4 | M&L PCC 1:2:4 type B2 using 12.5mm graded stone aggt as in coping complete all as spd & as directed. |
| 5 | M&L for rendering 10mm thick on fair face of block masonary in CM 1:4and finishing even and smooth without using extra cement complete all as specified and directed. |
| 6 | M&L plain cement concrete 1:2:4 type B-2 (using 40mm graded stone aggregate) for surface channel including weathering slightly rounded or chamfered including formwork complete all as specified and directed. |
| 7 | Extra for forming fair finished drain or channel30 cm inner girth in cement concrete , using extra cement, including forming moulds, mitered/stopped ends etc. complete all as directed. |
| 8 | M&L for 600mm bore RCC Hume pipe class NP-2, laid and jointed complete with collars complete all as specified and as directed. |
| 9 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exeeding 25cm thick layer as in soil complete all as specified and as directed. |
| 10 | Removal of excavated surplus material soil/spoil to a distance exc 50 m n.exc 150 m including debries lying at site anddepositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed. |
| 11 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep & getting out in any type of soil complete all as specified and directed. |
| 12 | M&L Excavation in over areas nt exc 1.5mt depth and getting out any type of soil complete all as specified and directed |
| 13 | M&L Excavation in over areas exc 1.5mtand nexc 3.0 m depth and getting out any type of soil complete all as specified and directed |
| 14 | M&L Excavation in over areas exc 1.5mtand nexc 3.0 m depth and getting out SDR complete all as specified and directed |
| 15 | M&L Excavation in over areas exc 3.0mtand nexc 4.5m depth and getting out any type of soil complete all as specified and directed |
| 16 | M&L Excavation in over areas exc 3mtand nexc 4.5 m depth and getting out SDR complete all as specified and directed |
| 17 | M&L Excavation in over areas exc 4.5mtand nexc 6.0 m depth and getting out any type of soil complete all as specified and directed |
| 18 | M&L Excavation in over areas exc 4.5mtand nexc 6 m depth and getting out SDR complete all as specified and directed |
| 19 | Removal of excavated soil to a distance exc 50m & n.exc 100m & deposited at a level n.exc 1.50m above from starting point complete all as specified and directed. |
| 20 | M&L Walling of stone masonary squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in CM(1:6) complete all as specified and as directed. |
| 21 | M&L for loose filling broken brick Ballast of gauge 40 to 80 mm complete all as specified and as directed. |
| 22 | M&L for RCC Nominal Mix type B1 (1:2:4) 20mm graded aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span graded aggregate for Beam complete all as specified and directed. |
| 23 | M&L for RCC Nominal Mix type B1 (1:2:4) 20mm graded aggregate as in foundation, including rafts, footings, foundation beams, plinth beams, bases for columns etc; basement slabs, under reamed piles and mass concrete complete all as specified and directed. |
| 24 | M&L for RCC Nominal Mix type B1 (1:2:4) 20mm graded aggregate as in Walls, retaining walls, basementwalls, ballast walls and the like;any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and directed. |
| 25 | M&L for RCC Nominal Mix type B1 (1:2:4) 20mm graded aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 26 | M & L Form workfor fair finished surfaces of concrete measured for slab complete all as specified and directed. |
| 27 | M & L Form workfor fair finished surfaces of concrete measured flat for wall complete all as specified and directed. |
| 28 | M&L for use & waste for Form work for rough finishedsurfaces of concrete measured flat for Beam complete all as specified and directed. |
| 29 | M& L for Form work for fair finished surfaces of concrete measured flat for slab complete all as specified and as directed. |
| 30 | M&L for rendering 5 mm thick cement sand mortar 1:4 plaster to exposed concrete surfaces complete all as specified and directed. |
| 31 | M&L for 75mm thick Plinth protection PCC (1:3:6) using 20mm graded stone aggregate complete all as specified and directed. |
| 32 | M&L broken stone/boulder hard core of gauge n.exc 63mm deposited spread and levelled in layers n.exc 15cm thick watered and ramed to a true surface complete all as specified and directed. |
| 33 | M&L for Reinforcement Steel(TMT bars)Fe 500d TMT bars 10mm dia & over of Grade Fe 500dcomplete all as specified and as directed. |
| 34 | M&L for Reinforcement Steel(TMT bars)Fe 500d TMT bars 6 to 8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 35 | M&L for Reinforcement Steel(TMT bars)Fe 500d 5 to 10mm dia in stirrups, spacers & binder etc; complete all as specified and as directed. |
| 36 | Providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precast Slabcomplete all as specified and as directed. (Reinforcement will be paid seperately) |
| 37 | S&F Rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc ( tee, angle, channel, flat or MS hollow square/ rectangular any type, size/ sections), includingdistance pieces, cleats etc conforming toFE- 290 (Gde-E- 165), including fabrication, erraction and fixing complete all as specified and directed. |
| 38 | S & F welded steel wire fabric supplied and fixed complete to wood or steel members Weight per square metre n exc 4 kg complete all as specified andas directed. |
| 39 | M&L for NP2 pipe 450 mm dia complete all as specified and as directed. |
| 40 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft or loose soil complete all as specified and directed. |
| 41 | M & L for precast cement concrete block masonry with solid blocks of PCC 1:3:6 (using 20mm and 12.5 mm graded stone aggregate in the proportion as directed exc 10 cm in width and set and jointedin C M 1:6 complete all as specified and directed. |
| 42 | M&L for cement concrete Type C-1 1:2:4 (20mm graded agg) as in coping, bed block and the like including weathering slightly rounded or chamfered angles and throating as directed. |
| 43 | M&L for 15mm thick renderingon fair faces of brick work or concrete surfaces in 1:4 finished the surface even and smooth without using extra cement complete all as specified and directed. |
| 44 | M&L for prepartion of new surfaces of walls and applying two coat of Cemenet Base Paint complete all as specified and directed. |
| 45 | Removal of excavated material n exc 50 m and depositing where directed at alevel n exc 1.5 m above the starting point complete all as specified and directed. |
| 46 | NOTE APPLICABLE FOR ALL ITEMS :- If rate quoted for similar/identical items in same part of Sch ‘A’ is at variance, the lowest rate quoted shall only be considered for payment to the contractor. |
