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| 1 | Excavation in trenches n.exc 1.50 m wide and 1.50 m in depth for foundation etc or for shafts, wells cessipts, manhole etc not exceeding 10 Sqm on plan and not exceeding 1.5 mtr deth and getting out in soft /loose soil complete all as specified and as directed |
| 2 | M&L for cement concrete 1:4:8 type D-2 (using 40mm graded aggregates) as in foundation and mass concrete etc complete all as specified and directed |
| 3 | M&L for brick work with sub class 'B' brick, straight or curved on plan exc 6.0 m mean radius built in CM 1:4 etc complete all as specified and directed |
| 4 | M&L for cement concrete type B-1 (1:2:4) (using 20mm graded stone aggrgates) as in surface channels and drains etc complete all as specified and as directed |
| 5 | M&L for cement concrete 1:2:4 type, B1 using 20 mm graded stone aggregates as in copings including necessary formwork, weathering, slightly rounded or chamfered angles and throating etc complete all as specified and directed |
| 6 | M&L for Pre-Cast reinforced cement concrete 1:2:4 type B-1 with using 20 mm graded stone aggregates as in cover slabs (for manholes etc)chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plan faces set in cement mortar (1:4) including necessary form work etc complete all as specified and directed Note - Reinforcement shall be measured and paid separetly |
| 7 | M&L for TMT bars 6 to 8 mm dia as in reinforcement for concrete, cut to length, bent to shape required including cranking , bending spiraly for hooping for columns, hooking with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips all as specified and directed |
| 8 | S&F framed work such as grills, gratings etc with ends of bars shouldered and or riveted or forged into spikes framed guard bars barred iron doors ladders framed balusters walk way railing grame work of wastertanks and similar work confiming to Fe.290, Gde E-165 etc complete all as specified and as directed |
| 9 | M&L for 15 mm thick rendering on fair faces of brick or concrete surface including finishing the surfaces even and smooth without using extra cement in CM 1:4 with using Water proofing compound @ 3% by wt of cement etc complete all as specified and as directed Nots : WPC shall be measured and paid seperately |
| 10 | Supply only water proofing compound ISI marks complete all as specified and directed |
| 11 | M&L for 150 mm dia salt glazed stone ware pipe laid in trenches and jointed etc complete all as specified and directed |
| 12 | M&L for concrete bed to drain pipes150 mm bore including packing under and hunching against the sides of pipe, after they are laid and tested in cement concrete 1:3:6 type C-2 etc complete all as specified and directed |
| 13 | M&L for Cutting into existing manholes for connecting new drains, making good to pipe 300 mm internal dia of pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required complete all as specified and directed |
| 14 | Returning filling in soft loose soil inlcuidng spreading, levelling, watering and well ramming in layers not exc 25 cm thicks etc complete all as specified and as directed |
| 15 | Removing excavated surplus soil etc not exc 50 m and depositing where directed at level n.exc 1.5 m above the starting point. |
| 16 | Construction of Soakage wells o size 2.4 m dia & 6.00 m deep incuding excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete all as specified and directed Please Enable Macros to View BoQ information |
