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| 1 | Surface excavation n. exc. 30cm deep and averaging 15cm deep and getting out in any type of soil, including removal of the rubish upto 50m, complete all as specified and as directed. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.5m in width as well as 10Sqm on plan) not exceeding 1.50 m in depth and including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as in all kind of soil, complete all as directed by Engineer-in-Charge. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.5m in width as well as 10Sqm on plan) exceeding 1.50m in depth but not exceeding 3.0m in depth and including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as in all kind of soil, complete all as directed by Engineer-in-Charge. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / in foundation trenches or drains (not exceeding 1.5m in width as well as 10Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out and disposal of excavated earth lead upto 50m, as in all kind of soil, complete all as directed by Engineer-in-Charge. |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil, as in soft/loose soil, complete all as specified. [Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming.] |
| 6 | M&L Sand filling under floors, including watering and consolidation, complete all as specified and as directed. |
| 7 | M&L for PCC 1:4:8 type D2 (using 40mm graded stoneaggregate) as in foundation, filling, mass concrete etc., complete all as specified and as directed. |
| 8 | M&L for Pre-cast cement concrete solid block masonary type C1, 1:3:6 (using 20 mm graded stone aggregate) exc 10 cm width and setting in CM 1:6, complete all as specified and as directed. |
| 9 | M&L for Rendering 15mm thick on fair faces of brick work or concrete surfaces of walls in CM 1:4 finished even and fair without using extra cement, complete all as specified and as directed. |
| 10 | M&L for 100mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base of flooring, complete all as specified and as directed. |
| 11 | M&L for applying Two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with siliconadditives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm with and including preparation of new plastered surfaces of any description, all as per manufacturer\"s instructions, complete all as specified and as directed. |
| 12 | M&L for Reinforced Cement Concrete M–25 (Design Mix), as in Foundations including Rafts, Footings, Foundation Beams, Plinth Beams, Bases for Columns etc., complete all as specified and as directed. |
| 13 | M&L for Reinforced Cement Concrete M–25 (Design Mix), as in Columns, Pillars, Posts and similar items, complete all as specified and as directed. |
| 14 | M&L for Reinforced Cement Concrete M–25 (Design Mix), as in Beams, Cantilever, Lintels over 1.5m span and similar items, complete all as specified and as directed. |
| 15 | M&L for Reinforced Cement Concrete M–25 (Design Mix), as in walls, retaining walls, basement walls and the like, complete all as specified and as directed. |
| 16 | Steel formwork to sides and soffits of floor or roof beams, cantilevers, bressummers, lintels, shelves, lintel beams, RCC bands, girders etc., for rough finished surfaces of concrete, complete all as specified and as directed. |
| 17 | Steel formwork to sides of columns, pillars, post and stanchions , square, rectangle or polygonal etc., for rough finished surfaces of concrete, complete all as specified and as directed. |
| 18 | Steel formwork to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for rough finished surfaces of concrete, complete all as specified and as directed. |
| 19 | Steel formwork to faces of walls, retaining walls, staircase railing and similar works etc., for rough finished surfaces of concrete, complete all as specified and as directed. |
| 20 | M&L for Reinforcement using TMT bars of Grade Fe–500D of 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 or welded, complete all as specified and as directed. |
| 21 | M&L for Reinforcement using TMT bars of Grade Fe-500D of 8mm dia and over upto and including 10mm dia bars as in stirrups, spacers and binders, 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 or welded complete all as specified. |
| 22 | M&L for Mild Steel Round bars of Grade Fe–500D of 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 or welded, complete all as specified and as directed. |
| 23 | S&F of GI rope of 18mm dia steel wire suspension ropes (non corrosive) for support of heighted obstacle poles as required at site as per sketch with necessary tightening arrangement and holding grips and anchoring in ground in sufficient depth etc., complete all as specified and as directed. |
| 24 | M&L for ladder of nyloned rope of 18mm dia and wooden log of 75mm x 75mm size having bearing capacity of 800 Kg fixed to horizontal pole or any MS section with swinging hooks & required length all as per drawing for different obstacle poles, complete all as specified and as directed. |
| 25 | M&L for 18mm dia nylon / manila rope wowing / knotting in one another rope for support or as a spacersin between the rope in required size and 1m spacing fixed to obstacle course as directed, complete all as specified. |
| 26 | M&L for 44mm dia, 5m effective length or as required length made of Jute /nylon/ Manila rope having bearing capacity of 1000 kg, fixed to obstacle course with swinging hooks or fixed with horizontally or vertically in all respects complete all as specified and directed. |
| 27 | M&L for 44mm dia, 10m to 12m effective length or as required length made of Jute /nylon/ Manila rope having bearing capacity of 1000 kg, fixed to obstacle course with swinging hooks or fixed with horizontally or vertical to MS poles or MS structural steel in all respects, complete all as specified and as directed. |
| 28 | S&F nylon made Web net for scumble net obstacle having aperture 150mm x 150mm and dia of rope should not be less the 16mm to 18mm having bearing capacity of 800 Kg which provided with all side tensioning and stretching arrangement with hooking and anchoring in ground in sufficient depth with tightening arrangement etc., compete all as specified and as directed. |
| 29 | S&F Fiber wall climbing grip having bearing capacity of 200 kg, fixed with bolts to MS plate / Fiber plate having in between distance 1.00m horizontal and 0.75 m vertical, complete all as specified and as directed. |
| 30 | M&L for Reinforced Cement Concrete 1:2:4, type B-0 (Nominal Mix), (using 12.50mm graded stone aggregate) as in Foundations including Rafts, Footings, Foundation Beams, Plinth Beams, Bases for Columns etc., complete all as specified and as directed. |
| 31 | M&L for Rolled Mild steel as in main and cross beams, hip and jack rafters, purlins, etc., fixed with angle cleats or other connecting plates, conforming to grade Fe 410-W Gde E - 250 quality \"A\", complete all as specified and as directed. |
| 32 | S&F Mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted orwelded attachment etc., confirming to Gde Fe 410-W (Gde-E-250 quality - A) complete all as specified and as directed. |
| 33 | M&L for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, drilled for fixing of steel sheeting or other coverings, 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, confirming to Fe-410-W (Gde E-250) quality-A, complete all as specified and as directed. |
| 34 | S&F Mild steel screw bolts (machine made) of 16mm to 20mm dia with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exceeding 22.5cm but not exceeding 30cm, complete all as specified and as directed. |
| 35 | M&L for Preparation of new or previously untreated surfaces of steel or steel based surfaces of any description, not otherwise described, over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed. Note: Quoted rate shall be inclusive of necessary scaffolding/shoring and other safety measures to be undertaken during execution of work. |
| 36 | S&F 2nd class HW scantlings, clean sawn supplied and fixed, scantling framed work 40sq.cm and over section, in any position, complete all as specified and as directed. |
| 37 | M&L for Preparation of new wooden surfaces of any description over 10cm width or girth and applyingtwo coats of synthetic enamel paint over a coat of pink primer, complete all as specified and as directed. |
| 38 | Removal of excavated material [Soil] to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified. |
| 39 | M&L for 600mm dia Reinforced Concrete Pipe NP2, with bends, collars tec., laid in trenches and jointed, with and including cement concrete bed PCC 1:3:6, type C2 (using 40mm graded granite stone aggregate), forming cradles, laid, packing & haunching sides, laid and tested, complete all as specified. |
| 40 | M&L for PCC type B0 [1:2:4] (using 12.50mm graded stone aggregate) as in copings, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, finished plain fair faces, complete all as specified and as directed. |
| 41 | Excavating in post holes (or similar holes), as in soft/loose soil, each not exceeding 0.5cum, getting out , returning ,filling in and ramming earth or broken rubble mixed with earth around , in layers not exceeding 25cm, watering and removing surplus soil to a distance not exceeding 50m where directed and making good surfaces, complete all as specified and as directed. |
| 42 | S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick (TFT) of an 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. |
| 43 | M&L for PCC 1:2:4 type B2 (using 40mm graded stone aggregate) as in foundation, filling, mass concrete etc., complete all as specified and as directed.Note for Serial Item No. 1 to 43: List of Battle Obstacle course with number of obstacles and lines shall be connected according to scope of work. |
