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| 1 | Excavating post holes or similar holes, each not exceeding 0.5 Cum, getting out in Hard/ Dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc 50m & making good surface complete all as specified directed by Engr - in - Charge. |
| 2 | Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified directed by Engr - in - Charge |
| 3 | Supply & fixing 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 incl a coat f red oxide primer complete all as specified directed by Engr - in - Charge |
| 4 | Supply & fixing Structural steel work of angle, channel etc., confirming to Gde Fe 410 - S .Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including necessary cutting welding etc complete all as specified directed by Engr - in - Charge |
| 5 | Preparation of new or previously untreated steel surfaces of any description, exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified directed by Engr - in - Charge |
| 6 | Supply & fixing Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws or J hook all as specified directed by Engr - in - Charge. |
| 7 | Supply & fixing for pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified directed by Engr - in - Charge |
| 8 | Surface Excavation not exceeding 30 Cm deep and averaging 15 Cm deep and getting out in Soft/ Loose soil complete all as specified directed by Engr - in - Charge |
| 9 | Removing excavated material exceed 250 m but not exceed 500 m depositing where directed at a level not exceed 1.5 m of the starting point complete all as specified and directed. |
| 10 | Material & labour for hardcore of gauge not exceeding 63 mm of broken granite stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 11 | 75mm thick PCC 1:3:6, nominal mix, type C2, using 40mm graded crushed stone aggregate as in sub base of floor, hard standing, path, pavings etc, surface finished even and smooth without using extra cement, laid in alternate bays, complete all as specified & directed. |
| 12 | Material & labour for sand cushion for fixing of inter locking tiles complete all as specified and directed. |
| 13 | Material & labour Machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of 60 mm thickness, M-35 Grade, approved colour and design all as specified and directed |
| 14 | Material & labour Reinforced concrete pipes, class NP3, 150 mm dia , laid and jointed complete with collars complete all as specified and directed. |
| 15 | NOTE :- SCHEDULE OF CREDIT (Amount shall be deducted offline from the total quoted amount to workout the net contract sum to be considered for acceptance.) [(-) Rs Nil ] Please Enable Macros to View BoQ information |
