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| 1 | Surface excavation in any type of soil not exceeding 30 cm and averaging 15 cm deep and getting out complete all as specified and as directed. |
| 2 | Hard core of broken stone or boulders not exceeding 63mm gauge, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface as in floors complete all as specified and as directed. |
| 3 | Machine pressed precast interlocking paver blocks any shape and size with grey cement and pigment conforming to IS 15658-2006 of 80mm thickness (M-40 Grade) complete all as specified and as directed. |
| 4 | Sand cushioning bed (filling under floors) including spreading, levelling, watering if required complete all as specified and as directed. |
| 5 | Providing precast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in kerb stones and similar works, bedded and jointed in CM 1:6 including necessary excavation if necessary complete all as specified and as directed. |
| 6 | 100mm thick cement concrete type D-2 1:4:8 (using 40mm graded crushed stone aggregate) sub base to receive top layer complete all as specified and as directed. |
| 7 | Preparation of new or previously untreated steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 8 | Excavating in post holes (or similar holes) each not exceeding 0.5 cu.m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and as directed. |
| 9 | Plain cement concrete type B-2 1:2:4 (using 40mm graded crushed stone aggregate) as in foundation and mass concrete complete all as specified and as directed. |
| 10 | Plain cement concrete type D-2 1:4:8 (using 40mm graded crushed stone aggregate) as in foundation and mass concrete complete all as specified and as directed. |
| 11 | Removal of surplus soil to a distance exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point and disposal complete all as specified and as directed. |
| 12 | Mild steel work in tubular trusses including special shaped washer etc, complete using ERW or induction butt welded tubes conforming to I.S. 1161-1979 grade St.-240. complete all as specified and as directed. |
| 13 | Mild steel rolled sections Fe 410-W (Gde E-250) quality A as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc. complete all as specified and as directed. |
| 14 | 0.50 mm thick prepainted galvalume aluminium zinc coating GI based corrugated steel sheet of an approved colour having tensile strength of 550 MPa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and as directed. |
| 15 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 16 | Machine cut kota stone slab flooring, 30-35mm thick, as in flooring etc. over and including 20mm thick screed bed or bedding layer in CM 1:4, lalid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing, complete all as specified and directed. |
| 17 | Machine cut kota stone slab flooring, 1-20mm thick, as in skirting etc. over and including 15mm thick screed bed or bedding layer in CM 1:4, lalid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing, complete all as specified and directed. |
| 18 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified and as directed by Engr-in-Charge. |
| 19 | 15mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:6 with using water proofing compound, finished the surface even and smooth, complete all as specified and directed. |
| 20 | Preparation of new plastered surfaces of wall and applying two coat of oil bound distemper over one coat of primer over and including 2-3mm thick wall care putty, complete all as specified and directed. |
| 21 | 50mm thick PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in plinth protection, finished the surface even and smooth without using extra cement, complete all as specified and directed. |
| 22 | Rolling and consolidating formation surfaces in cutting with power roller of capacity 5 to 8 tonne, complete all as specified and directed. |
| 23 | Soling 150mm thick (after rolling) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber, complete all as specified and directed. |
| 24 | Forming 12mm thick expansion joints in 100mm thick concrete slab, filled with preformed bituminous filler and top 30mm primer and sealed with sealing compound Grade ‘A’, complete all as specified and directed. S&F in repair rigid non - metalic PVC casing caping of 25/12mm inclusive of all elbow, tees,etc complete all as per the direction of Engr-in-Charge. Please Enable Macros to View BoQ information |
