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| 1 | Excavation in trenches n. exc 1.50m wide and n. exc 1.50m in depth in any type of soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc and getting out complete all as specified and directed. |
| 2 | Excavation in trenches exc 1.50m wide and n. exc 3.00m in depth in any type of soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc and getting out complete all as specified and directed. |
| 3 | Returning filling in any type of soil including spreading levelling watering and well ramming in layers n. exc 25cm thick complete all as specified and directed. |
| 4 | Removing excavated material to a distance exc 100m and depositing where directed at a level n. exc 1.50m above the starting point complete all as specified and directed. |
| 5 | M&L for brick work with modular size flyash bricks straight or curved on plan exc 6m mean radius built in CM (1:4) complete all as specified and directed. |
| 6 | M&L for RCC (1:2:4) type B-1, using 20mm graded stone aggregate as in slabs, shelves supported on walls, beams and columns in floor or roof including balconies, canopies, deck slabs or in Chajja/facia projection and the like complete all as specified and directed. |
| 7 | Use and waste of formwork to soffits of suspended slab such as roof slab and similar work n. exc 200mm thick (horizental or sloping) rough finished flat surface complete all as specified and directed. |
| 8 | S&F mild steel framed work as in framed work as in doors or gates of angle or manhole cover, other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing comp in manhole cover frames conforming to Fe 410-W (Gde-E-250) quality 'A' complete all as specified and directed. |
| 9 | S&F mild steel TMT bars 10mm 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. |
| 10 | S&F mild steel bars (TMT bars) 5mm dia and over upto and including 10mm dia in strriups, spacers, nibs and binders complete all as specified and directed. |
| 11 | M&L for rendering 15mm thick cement plaster in CM (1:4) on fair faces of brick work or concrete surfaces and surface finished even and smooth without using extra cement complete all as specified and directed. |
| 12 | M&L for preperation of surfaces of wall surfaces and applying two coats of Acrylic emulsion paint over a coat of primer on walls complete all as specified and directed. |
| 13 | Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed. |
| 14 | M&L for moorum / red bajri filling in floors or pavings, laid in layers not exc 15cm thick, spread, levelled and rammed including watering and consolidation complete all as specified and directed. |
| 15 | M&L for hardcore of gauge n exc 63 mm, of broken stone deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 16 | M&L for loose filling with stone aggregates/boulders of guage 40 to 80 mm in soakage pits, soakage wells, and similar complete all as specified and directed. |
| 17 | M&L for Gravel fillings in floors or pavings spread and levelled in layers not exc 15 cm thick, watered and rammed to true surface all as specified and directed. |
| 18 | M&L for 200 mm thick sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 19 | M&L for loose filling with aggregate/boulders of gauge 80 mm to 150 mm graded complete all as specified and directed. |
| 20 | M&L for drilling 200 mm diameter bore hole by DTH-cum-Rotary drilling method in any type of soil, hard rock or mixed strata, at any depth below ground level up to 40.00 m depth, including mobilization of drilling equipment, boring, flushing, cleaning of bore, and disposal of excavated soil/cuttings to a distance not exceeding 50 m from the bore location, complete all as specified and directed. |
| 21 | S&F self-perforated uPVC pipe of 160 mm nominal diameter, pressure rating 10 kg/cm² (PN-10), including lowering into bore hole, alignment, jointing with approved fittings/solvent cement as required, and fixing in position complete all as specified and directed. |
| 22 | S&F uPVC pipe of 160 mm nominal diameter, pressure rating 10 kg/cm² (PN-10), including lowering into bore hole, aligning, jointing with approved couplers/solvent cement and fixing in position complete, all as specified and directed. |
| 23 | S&F PVC web cap 160mm dia complete all as specified and directed. |
| 24 | M&L for reinforced precast cement concrete Type B-1, (1:2:4), using 20 mm graded stone aggregate, cast in landings, manhole cover slabs, shelves and similar articles, with plain exposed faces, including necessary formwork, lifting, handling, fixing and setting in cement mortar 1:4 complete all as specified and directed.Note: Reinforcement shall be measured and paid for separately. |
| 25 | M&L for plain cement concrete (1:3:6) type C-1 (using 20mm graded stone aggregate) as in surface channel or drain or benching in manhole complete all as specified and directed. |
| 26 | M&L for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitered/stopped ends etc complete all as specified and directed. |
| 27 | M&L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in copings, kneelers, apex stones, bed plates, kerbs, retaining wall etc on the top of the brick masonary including necessary form work complete all as specified and directed. |
| 28 | M&L for 75mm thick cement concrete (1:3:6) type C-1, using 20mm graded stone aggregate as in floor/ plinth protection finish the surface even and smooth with using extra cement including filling the expansion joints with bitumen filler / filler boards and necessary form work etc complete all as specified and directed. Please Enable Macros to View BoQ information |
