| 1 | 1 | Demolition of cement concrete (un-reinforced) of any description and in any position and removing the rubbish out site the MoD land complete all as specified and directed by Engineer-in-charge. | | 65 | Cum |
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| 2 | 2 | Demolition of cement concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (above or below ground level) and removing the rubbish out site the MoD land complete all as specified and directed by Engineer-in-charge. | | 115 | Cum |
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| 3 | 3 | Demolition of brick works built in any cement mortor including all quoins, arches, pillars etc complete all as specified and directed by Engineer-in-charge. | | 65 | Cum |
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| 4 | 4 | M&L for brick work with sub class `B' bricks straight or curved on plan exc. 6mtr mean radius built in cement mortor 1:4 complete all as specified and directed by Engineer-in-charge. | | 56 | Cum |
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| 5 | 5 | M&L for Brick work with sub class \"B\" bricks , straight or curved on plain to any radius in half brick thick wall built in cement mortar (1:4) complete all as specified and directed by Engineer-in-charge. | | 90 | Sqm |
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| 6 | 6 | Taking down cement or cement line plaster on bricks/ stone walls etc incl racking out joints, heacking for key, scrubbing down with water complete all as specified and directed by Engineer-in-charge. | | 1920 | Sqm |
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| 7 | 7 | M&L for 15 mm thick Cement Plaster in CM 1:4 on faces of brick/ concrete surface, finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge. | | 2400 | Sqm |
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| 8 | 8 | Providing precast cement concrete louvres and jallies, 25mm thick (measured solid), set in CM 1:4, Type B-0, 1:2:4 (12.5 mm graded aggregate) including all mouldings but excluding frame complete all as specified and directed by Engineer-in-charge. | | 800 | Sqm |
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| 9 | 9 | M&L for preparation of newly plastered or unplastered surfaces of walls and applying three coats of white wash on walls complete all as specified and directed by Engineer-in-charge. | | 4000 | Sqm |
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| 10 | 10 | M&L for 75mm thick Cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in plinth protection, finished even and smooth without using extra cement in bays complete all as specified and directed by Engineer-in-charge. | | 200 | Sqm |
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| 11 | 11 | M&L for Hardcore of broken stone or boulders gauge n exc. 63 mm, deposited, spread and levelled in layers n.exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge. | | 29 | Cum |
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| 12 | 12 | M&L for 75 mm thick cement concrete type D-2, 1:4:8 (40mm graded stone aggregate) as in sub base complete all as specified and directed by Engineer-in-charge. | | 260 | Sqm |
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| 13 | 13 | M&L for Chequered cement concrete tiles with grey cement and no pigment 25cm x 25cm x 25 mm thick set & jointed and pointed in cement slurry to match over 15mm thk screed bed in CM1:6 in floors complete and all as specified and dirceted by Engineer in charge. | | 560 | Sqm |
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| 14 | 14 | M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 grade laid over 30mm thk sand cushion complete all as specified and directed by Engineer-in-charge. | | 300 | Sqm |
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| 15 | 15 | M&L for cement concrete (1:2:4) Type B2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-charge. | | 3 | Cum |
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| 16 | 16 | M&L for cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate) as in holdfasts, coping on edges etc including weathering slightly rounded or chamfered angles and throating as directed including necessary formwork complete all as specified and directed by Engineer-in-charge. | | 2 | Cum |
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| 17 | 17 | S&F in repairs 75mm PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed by Engineer-in-charge. | | 70 | RM |
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| 18 | 18 | S&F Factory made precast cement concrete rounded edge kerb stone of size 300mm in height and 150mm thick, cast in cement concrete (1:2:4) Type B1 (using 20 mm graded stone aggregate) set and jointed in cement mortar 1:4 including excavation, returning filling in earth work dispanced during removal and refiling of earth up to a level as required and well rammed complete all as specified and directed by Engineer-in-charge. | | 1000 | RM |
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| 19 | 19 | M&L for two coats of synthetic enamel paint on new concrete or plastered surfaces (as in kerb stones etc) over a coat of primer including preparation of new surface complete all as specified and directed by Engineer-in-charge. | | 250 | Sqm |
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| 20 | 20 | M&L for one coat of synthetic enamel paint on old concrete or plastered surfaces (as in kerb stones etc) including preparation of old surface complete all as specified and directed by Engineer-in-charge. | | 500 | Sqm |
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| 21 | 21 | Dismantling stone slabs and tiles of any discription or thickness in floors, aprons etc, laid bedded and pointed in any mortar complete all as specified and directed by Engineer-in-charge. | | 11.6 | 10 Sqm |
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| 22 | 22 | M&L for 20mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white/ coloured cement (1:2) using marble dust with admixture of pigment to match with shade of granite laid over 20mm thick screed bed in CM 1:6 complete all as specified and directed by Engineer-in-charge. \n | | 20 | Sqm |
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| 23 | 23 | M&L for 12 mm thick Granite (of any type) work (table rubbed and polished) for wall lining (veneering to wall) in CM 1:3 including pointing in white/coloured cement (1:2) using marble dust with admixture of pigment to match with shade of granite laid over 15 mm thick cement plaster in CM (1:4) complete all as specified and directed by Engineer-in-charge. \n | | 30 | Sqm |
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| 24 | 24 | M&L for Machine cut Kota stone slab flooring 20-25mm thick over 20 mm thick cement screed bed in CM (1:6) laid and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete all as specified and directed by Engineer-in-charge. | | 60 | Sqm |
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| 25 | 25 | M&L for Kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar, laid over 15 mm thk cement plaster in CM (1:4) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete all as specified and directed by Engineer-in-charge. | | 6 | Sqm |
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| 26 | 26 | Dismantling wrought iron or mild steel/cast iron work of any description complete all as specified and directed by Engineer-in-charge. | | 47 | Qtl |
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| 27 | 27 | M&L for Framed work such as grills, gratings, angle, square hollow pipe etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; tracking for steel gates; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290. Gde-E-165 complete all as specified and directed by Engineer-in-charge. | | 4200 | Kg |
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| 28 | 28 | M&L for mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe 290 (Gde- E- 165) quality-A complete all as specified and directed by Engineer-in-charge. | | 500 | Kg |
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| 29 | 29 | M&L for two coats of synthetic enamel paint over a coat of red oxide zinc chome primer with preparation of new steel surface complete all as specified and directed by Engineer-in-charge. | | 100 | Sqm |
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| 30 | 30 | Excavation in post holes in hard / dense soils , each not exc. 0.50 Cum, getting out, returning filling in and ramming earth in layers not exc. 25cm including watering & removing surplus soil to a distance not exc. 50m & making good surface complete all as specified and directed by Engineer-in-charge. | | 100 | Each |
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| 31 | 31 | M&L for Writing letters or figures (Block. Roman, Italic or Indian) n exc. 30 cm high with colour of paint complete all as specified and directed by Engineer-in-charge. | | 1000 | Per 10 Nos (Per CM of height) |
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| 32 | 32 | Note:- The contract sum shall be after deducting the amount of Credit shown in Credit Schedule of this Tender. | | | |
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