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| 1 | M&L broken stone broken or boulders of gauge 40 to 60 mm for loose filling in rainwater harvesting wells / pit complete all as specified and directed. |
| 2 | M&L gravel of gauge 03 to 10 mm for loose filling in rainwater harvesting wells / pit complete all as specified and directed. |
| 3 | M&L for natural river sand (confirming to grading zone I or II) for rain water harvesting well / pit complete all as specified and directed. |
| 4 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and in soft /loose soil etc complete all as specified and directed. |
| 5 | Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed |
| 6 | Removal of excavated materials (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed. |
| 7 | Excavation over areas not exceeding 1.5m deep and getting out in soft/loose soil complete all as specified and directed. |
| 8 | Excavation over areas exceeding 1.5m but not exceeding 3 m deep and getting out in soft/loose soil complete all as specified and directed. |
| 9 | M&L for cement concrete (nominal mix) 1:2:4 type B-1 using 20 mm graded stone aggregate as in surface channels and drains and similar work complete all as specified and directed. |
| 10 | M&L for RCC (design mix) M-30 using 20 mm graded stone aggregates 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 . Note - Reinforcement and form work shall be measured and paid separately. |
| 11 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. |
| 12 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. |
| 13 | M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in lintels upto 1.5 m clear span, cills, copings, bed plate, plinth courses, roof kerbs or mud stops rounded or chamfered on edges including necessary form work complete all as specified and directed. |
| 14 | M&L for Precast Reinforced cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar work including necessary form work and set in CM 1:4 complete all as specified and directed. |
| 15 | M&L for RCC (design mix) M-30 using 20 mm graded stone aggregates as in foundations, 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 . Note - Reinforcement and form work shall be measured and paid separately. |
| 16 | M&L for RCC (design mix) M-30 using 20 mm graded stone aggregates as in slab supported on wall, beam and column in floors, roofs, landings, balconies, canopies and in shelves and similar work complete all as specified and directed. Note - Reinforcement and form work shall be measured and paid separately. |
| 17 | M&L brick work using old size sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 18 | M&L for brick work using old size bricks with sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 complete all as specified and directed. |
| 19 | M&L for form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams etc and similar work, vertical or to batter for fair finished flat concrete surfaces complete all as specified and directed. |
| 20 | 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 for fair finished flat concrete surfacescomplete all as specified and directed. |
| 21 | M&L for form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (horizontal or sloping) for fair finished flat surface of concrete complete all as specified and directed |
| 22 | S&F mild steel framed work for windows grills such as grills, gratings etc with ends of bars shouldered and / or riveted or forged into spikes, framed guard bars, barred iron doors / window and similar work conforming to Fe -290 Gde E-165 complete all as specified and directed. |
| 23 | M&L for mild steel TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 24 | M&L for mild steel TMT bar 6 to 8 mm dia cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. |
| 25 | M&L for finishing cement concrete surface even and smooth using extra cement complete all as specified and directed. |
| 26 | M&L for rendering on fair faces of brick work or concrete surface of wall 15 mm thick in CM 1:4 and to be finished even and smooth with out using extra cement complete all as specified and directed |
| 27 | Taking down cement plaster any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed. |
| 28 | M&L for rendering 15 mm thick in CM 1:4 on fair faces of brick work or concrete surfaces of wall and finished even and fair complete all as specified and directed. |
| 29 | M&L for rendering on stone masonry or other than fair faces of brick work of wall 15 mm thick in CM 1:4 and to be finished even and smooth with out using extra cement complete all as specified and directed. |
| 30 | M&L for keyed pointing in CM 1:4 to brick walls including racking out of joints complete all as specified and directed. |
| 31 | M&L for preparation of new or previously untreated surfaces of steel of any description, over 10cm in width or girth and apply two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 32 | M&L for 550 mm dia boring hole for rain water harvesting pit in any type soil for PVC / HDPE pipe 150mm bore upto 52 meter deep complete all as specified and directed. Note : Pipe shall be measured and paid seperately. |
| 33 | M&L for 150 mm bore PVC / HDPE screen / perforated / slotted pipes (minimum wall thickness 5mm) for recharge bore, with male-female threaded joints etc. complete all as specified and directed. |
| 34 | M&L for 150 mm bore PVC/HDPE borewell pipes (minimum wall thickness 5mm) for recharge bore, with male-female threaded joints etc. complete all as specified and directed. |
| 35 | M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls of 110 mm bore of pipe etc complete all as specified and directed. |
| 36 | Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed. Please Enable Macros to View BoQ information |
