| 1 | 1 | Dismantling AC corrugated/ semicorrugated sheets in roofing complete all as specified and directed by Engineer-in-charge. | | 800 | Sqm |
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| 2 | 2 | S & F roof sheeting prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws as specified incl dismantling of old sheet complete all as specified and directed by Engineer-in-charge. | | 800 | Sqm |
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| 3 | 3 | S & F roof sheeting prepainted galvalume aluminium zinc coating GI based plain sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws as specified incl dismantling of old sheet. complete all as specified and directed by Engineer-in-charge. | | 50 | Sqm |
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| 4 | 4 | Dismantling of wrought iron of any description not otherwise provided for complete all as specified and directed by Engineer-in-charge. | | 5 | Qtl |
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| 5 | 5 | M&L for MS structural steel work, framed as in trusses, purlins, rafter, post etc. conforming to grade E-250 (Fe-410W, quality A) including shaped washers including necessary cutting required length, notching drilling, riveting and or welding or connecting with nut bolts with angle cleats, fish plate, gusset plate and also erecting in true position complete all as specified and as directed. | | 490 | Kg |
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| 6 | 6 | Preparation new steel surface exceeding 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-charge. | | 250 | Sqm |
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| 7 | 7 | M&L for PCC 1:2:4 type B1 using 20mm graded stone agg as in roof kerbs or mud stops, rounded or chamfered on edges incl necessary form work required complete all as specified and as directed. | | 3 | Cum |
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| 8 | 8 | Dismantling ceiling/boarding of any description, fixed in any position like partition etc with nails including frame work of timber complete all as specified and directed by Engineer-in-charge. | | 600 | Sqm |
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| 9 | 9 | M&L for Gypsum ceiling board for ceiling prepainted, perforated finish, 595 x 595 x 9mm thick in size of approved brand/make, laid over and including grid work of size 600 x 600mm, made out of 0.5mm thick G.I. tee 32 x 24 mm for main, 25x24mm for cross tee and 20 x 20mm angle fixed on wall, powder coated finish on exposed faces of tee and angle. hung from ceiling using 2 mm thick G.I. Suspension wires spaced at 1200 mm on main runners including making niches for fans/light at as specified and directed.\n(Make : Gypsum board/Indian gypsum product/Armstrong world) | | 600 | Sqm |
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| 10 | 10 | Taking down ceiling fan and refixing after cleaning greasing complete all as specified and as directed. | | 15 | Each |
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| 11 | 11 | Dismantling RCC or steel post any section including takingout embedded portion and making good distrubed ground. complete all as specified and directed by Engineer-in-charge. | | 346 | RM |
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| 12 | 12 | Dismantling of mild steel work of any discription not other wise provided for complete all as specified and directed by Engineer-in-charge. | | 1 | Qtl |
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| 13 | 13 | Dismantling of fencing wire mesh barbed wire complete all as specified and directed by Engineer-in-charge. | | 416 | Sqm |
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| 14 | 14 | Excavation in trenches n.exc 1.5m in depth and n.exc 1.5 m in width and getting out in loose/soft soil. complete all as specified and directed by Engineer-in-charge. | | 125 | Cum |
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| 15 | 15 | M&L for PCC 1:2:4 type B-2 (using 40mm graded stone aggreagate) as in foundations fillings and mass concrete. complete all as specified and directed by Engineer-in-charge. | | 24 | Cum |
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| 16 | 16 | M&L for form work to fins and facias, sides of lintel bands fair finished surfaces complete all as specified and directed by Engineer-in-charge. | | 10 | Sqm |
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| 17 | 17 | M&L for 75mm thick hard core of guage n.exc 63 mm broken stone spread and levelled, watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge. | | 25 | Cum |
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| 18 | 18 | M&L for Cement concrete in foundations, filling & mass concrete type D2 1:4:8. complete all as specified and directed by Engineer-in-charge. | | 34 | Cum |
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| 19 | 19 | M & L for brickwork with fly ash bricks, straight or curved on plan exc. 6m mean radius, built in CM (1:6) complete all as specified & directed by Engr-in-Charge. | | 112 | Cum |
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| 20 | 20 | S & F MS angle iron posts (75 x 75 X 6mm) and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, bolting etc and similar works confirming Fe-410-0 or Fe-310 complete all as specified and directed by Engineer-in-charge. | | 2700 | Kg |
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| 21 | 21 | Supply and Fix MS flat iron (25X5mm) for fixing of chain link fencing with nut - bolts as verticle complete all as specified and directed by Engineer-in-charge. | | 800 | Kg |
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| 22 | 22 | Supply and fix 8mm to 10mm dia MS round bar conforming to Fe-410 as in line wire of chainlink fencing complete all as specified and directed by Engineer-in-charge. | | 900 | Kg |
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| 23 | 23 | Supply and fix nut and bolts fitted with washer exc. 12 not exc. 20mm in dia complete all as specified and directed by Engineer-in-charge. | | 60 | kg |
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| 24 | 24 | Returning, filling and well ramming in layers not exc. 25cm each in soft/loose soil complete all as specified and directed by Engineer-in-charge. | | 40 | Cum |
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| 25 | 25 | Removal of surplus soil n exc 50 m and deposit where directed not exc 1.5m above starting point complete all as specified and directed by Engineer-in-charge. | | 20 | Cum |
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| 26 | 26 | M & L for preparation of new steel surfaces & applying two coats of synthetic enamel to steel surfaces of any description over 10 cm in width or girth not otherwise described, over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge. | | 100 | Sqm |
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| 27 | 27 | M&L for rendering 15 mm thick in cement mortar 1:4 on brick/concrete surfaces of wall with wpc @ 3%, surface to be finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge. | | 360 | Sqm |
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| 28 | 28 | M & L for preparation of new plastered surfaces & applying two coats of cement base paint. complete all as specified and directed by Engineer-in-charge. | | 360 | Sqm |
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| 29 | 29 | Supply only chain link MS Galvanised fencing any size or type complete all as specified and directed by Engineer-in-charge. | | 1700 | Kg |
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| 30 | 30 | Fixing only chain link fencing including line wires any mesh size and type to any type of standard rails straining bolts etc including provision of binding wire complete all as specified and directed by Engineer-in-charge. | | 416 | Sqm |
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| 31 | 31 | Taking up or down carefully steel water tubing and connections any type complete all as specified and directed of following sizes:- | | | |
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| 32 | 31.01 | 25 mm bore | | 520 | RM |
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| 33 | 31.02 | 40 mm bore. | | 900 | RM |
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| 34 | 31.03 | 50 mm bore. | | 305 | RM |
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| 35 | 31.04 | 80 mm bore. | | 250 | RM |
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| 36 | 32 | Supply and lay in trenches steel water tubing galvanised medium grade with all fittings complete all as spd and directed of following sizes:- | | | |
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| 37 | 32.01 | 15 mm bore. | | 40 | RM |
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| 38 | 32.02 | 20 mm bore. | | 50 | RM |
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| 39 | 32.03 | 25 mm bore. | | 575 | RM |
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| 40 | 32.04 | 40 mm bore. | | 500 | RM |
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| 41 | 32.05 | 50 mm bore. | | 200 | RM |
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| 42 | 32.06 | 80 mm bore. | | 250 | RM |
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| 43 | 33 | Supply and fix GI tubing medium grade galvanized with all fitting and fixed complete to walls / ceilings or laid in floors complete all as specified & directed of the following sizes :- | | | |
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| 44 | 33.01 | 25 mm bore. | | 20 | RM |
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| 45 | 33.02 | 40 mm bore. | | 500 | RM |
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| 46 | 33.03 | 50 mm bore. | | 155 | RM |
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| 47 | 34 | M&L for cutting existing GI tubing for alteration or addition of sizes including screwing existing GI tubing for tapping & making new connection etc complete all as specified & directed of the following sizes :- | | | |
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| 48 | 34.01 | 40 mm bore. | | 12 | Each |
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| 49 | 34.02 | 50 mm bore. | | 40 | Each |
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| 50 | 34.03 | 80 mm bore. | | 10 | Each |
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| 51 | 35 | S & F in repairs stop valve, cast copper alloy, screwed down, high pressure with crutch or butterfly handle, screwed both ends for iron pipe or for unions of following size complete all as specified :- | | | |
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| 52 | 35.01 | 25 mm bore. | | 8 | Each |
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| 53 | 35.02 | 40 mm bore. | | 50 | Each |
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| 54 | 35.03 | 50 mm bore. | | 9 | Each |
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| 55 | 36 | Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5 mtr in depth for foundation and getting out in hard/dense soil complete all as specified and directed. | | 158 | CUM |
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| 56 | 37 | Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5 mtr in depth for foundation and getting out in disintegrated/rock soil complete all as specified and directed. | | 150 | CUM |
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| 57 | 38 | Returning, filling in, including spreading, leveling watering and well ramming in layers of soil not exceeding 25 cm Hard/dense/soft disintegrated rock all as specified and directed by engr in charge. | | 274 | CUM |
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| 58 | 39 | Removing excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point of soil complete all as specified and directed. | | 34 | CUM |
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| 59 | 40 | S&F in replacement mechanical joints ISI marked with nut bolts washers rubber gaskets etc suitable for CI pipes of following sizes complete all as specified and directed :- | | | |
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| 60 | 40.01 | 80 mm bore. | | 2 | Each |
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| 61 | 40.02 | 100 mm bore. | | 2 | Each |
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| 62 | 41 | Drilling and tapping cast iron water main ( in position ) for branch connection of size 80mm bore complete all as specified and directed. | | 22 | Each |
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| 63 | 42 | Supply and fix in replacement Sluice valve PN-1.6 with Stainless spindle and wedge nut ISI maked (IS-15780) complete with iron wheel of sizes 80 mm bore including taking out old unserviceable sluice valve for the following sizes all as specified and directed by engr in charge :- | | | |
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| 64 | 42.01 | 80 mm bore. | | 3 | Each |
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| 65 | 42.02 | 100 mm bore. | | 2 | Each |
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| 66 | 43 | Construction of valve chamber of size 60 x 60 x 90 cm (internal dimensions) with the following specifications :-\n(i) 15cm thick PCC 1:4:8 type D-2 (using stone aggregate) as in foundation concrete. \n(ii) PCC solid block masonry 200mm thick using grade C-5 block in CM 1:6\n(iii) Rendering 15mm thick in CM 1:4 finished even and fair.\n(iv) PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in coping.\n(v) 3mm thick MS sheet cover alongwith MS angle iron frame 40 x 40 x 6mm duly embedded in coping concrete with necessary locking arrangement.\n(vi) Painting MS sheet cover and frame with two coats of synthetic enamel paint over a coat of red oxide primer.\n(NOTE : Excavation and earthwork shall be measured and paid seperately under respective items of Sch 'A') | | 6 | Each |
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| 67 | 44 | Supply and fix in replacement cast iron non return (reflux) valve flanged ends in swing type design as per IS 5312 Part-1, PN-1.6, with gun metal sheet complete all as specified and directed of following sizes.:- | | | |
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| 68 | 44.01 | 80 mm bore | | 1 | Each |
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| 69 | 44.02 | 100 mm bore | | 1 | Each |
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| 70 | 45 | S&F gunmetal gate valves high pressure,with crutch or butterfly handle,screwed both ends screwed both ends for iron pipe or for unions of 15 mm dia all as specified and directed | | 2 | Each |
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| 71 | 46 | S&F gunmetal gate valves high pressure,with crutch or butterfly handle, screwed both ends screwed both ends for iron pipe or for unions of 20 mm dia all as specified and directed | | 2 | Each |
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| 72 | 47 | S&F gunmetal gate valves high pressure,with crutch or butterfly handle, screwed both ends screwed both ends for iron pipe or for unions of 25 mm dia all as specified and directed | | 1 | Each |
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| 73 | 48 | S&F gunmetal gate valves high pressure,with crutch or butterfly handle, screwed both ends screwed both ends for iron pipe or for unions of 40 mm dia all as specified and directed | | 1 | Each |
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| 74 | 49 | S&F gunmetal gate valves high pressure,with crutch or butterfly handle, screwed both ends screwed both ends for iron pipe or for unions of 50 mm dia all as specified and directed | | 1 | Each |
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| 75 | 50 | Supply and install open well submersible pumping sets 1.4 LPS @30 mtr head S/D 50/40mm,Centrifugal electric driven,upto 5 WHP incl starter in waterproof enclosure & PCC foundation/MS Plate Model KOSN-1.540 Make Kirloskar all as specified and directed | | 1 | Each |
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| 76 | 51 | S&F LT 1100 V grade water proof flat copper cable suitable for submersible pump of size 4.0 sq mm 3 core including water proof joint etc complete as directed. | | 25 | RM |
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| 77 | 52 | Supply and lay cable XLPE Insulated screened PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor laid in trenches , and floor in wall of size 16 Sqmm 4 Core | | 50 | RM |
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| 78 | 53 | M&L for underground electric cable protection using sub class ‘B’ bricks, laid dry, flat, perpendicular to the direction of cable complete all as directed. | | 0.26 | Per 1000 Nos |
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| 79 | 54 | M & L for Sand cushioning and covering with clean dry sand to underground electric cable in trenches complete all as directed. | | 2 | Cum |
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| 80 | 55 | M&L Earthing complete with GI earth plate electrode of size 60cm x 60cm x 6mm buried directly in ground vertically at a depth not less than 2.25 metre below normal ground level with top edge of earth plate at a depth not less than 1.5 metre below normal ground level sorrounded from all sides by 15cm thick and packed layer of charcoal dust and common salt fliing in alternate layers etc and connected to and including 32x6mm mm dia GI strip upto 7.5 mtr by means of bolts, nuts, check nuts and washers made of galvanised iron and protected by light grade 15mm dia GI pipe connected to main control board and GI pipe medium grade 20mm bore for watering and including funnel, wire mesh, charcoal salt etc RCC pit cover flush to earth pit 50mm thick reinforced with 8mm TMT bar 100mmC/C and PCC chamber pit with PCC (1:3:6) type C1 (using 20mm graded aggregate) including excavation and earthwork disposal of surplus soil to distance not exceeding 50 metre) and testing after completion all as specified and shown on plate No 3 of SSR Part-I 2009 | | 2 | Each |
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