| 1 | 1 | Excavation in trenches n.exc 1.5m wide & n.exc 1.5m deep for foundation, etc. or shafts, wells. cesspits, manholes, etc. not exc 10 Sqm on plan and not exc 1.5 rn depth &.getting out in any type of soil complete all as specified. | | 1234 | Cum |
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| 2 | 2 | Description same all as per Srl No.1.00 here -in before but depth exc 1.5m but n exc 3.0m in any type of soil complete all as specified.. | | 11011 | Cum |
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| 3 | 3 | Description same all as per Srl No.1.00 here -in before but depth exc 3.00m but n exc 4.5m in any type of soil complete all as specified | | 5758 | Cum |
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| 4 | 4 | Description same all as per Srl No.1.00 here -in before but depth exc 4.5m but n exc 6.00m in any type of soil complete all as specified. | | 693 | Cum |
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| 5 | 5 | Returning, filling in, including spreadinq, levelling, watering and well ramminq in layers not exc 25 cm thick in any type of soil free from boulders, pabbles etc complete all as specified and directed.. | | 10826 | Cum |
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| 6 | 6 | Removing surplus excavated soil to a distance n.exc 50 m & depositing where directec at a level n.exc 1.5 m above the starting point complete all as directed at site. | | 10322 | Cum |
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| 7 | 7 | Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete. | | 691 | Cum |
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| 8 | 8 | 150mm bore SGSW pipes grade 'A', laid in trenches & jointed complete all as specified. | | 1600 | RM |
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| 9 | 9 | 200mm bore SGSW pipes type grade 'A', laid in trenches & jointed complete all as specified. | | 250 | RM |
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| 10 | 10 | DWCPE (Double wall corrugated polyethylene) pipe conforming to IS : 16098 (Part-II) in plain end form as well as with integral sockets along with complete fittings, laid & jointed complete with collars, etc laid and jointed on concrete bed complete including testing. Note :- Excavation and earth work and concrete bed shalll be measured and paid for separately. | | | |
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| 11 | 11 | (a) 150 mm bore | | 1600 | RM |
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| 12 | 12 | (b) 200 mm bore | | 2190 | RM |
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| 13 | 13 | (c) 250 mm bore | | 390 | RM |
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| 14 | 14 | (d) 300 mm bore\n | | 400 | RM |
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| 15 | 15 | (e) 400 mm bore | | 570 | RM |
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| 16 | 16 | (f) 500 mm bore | | 1600 | RM |
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| 17 | 17 | Plain cement concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6, type C2 (using 40mm graded crushed stone agg) of bore:- | | | |
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| 18 | 18 | (a) 150 rnrn bore | | 1600 | RM |
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| 19 | 19 | (b) 200 mm bore | | 620 | RM |
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| 20 | 20 | Demolition of brick work or stone / boulder masonary, built in cement mortar includind all quoins, arches, pillars etc., complete all as specified and directed. | | 77 | Cum |
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| 21 | 21 | Burnt brick work with subclass 'B' bricks, straight or curved on plan exc 6m mean radius,built in cement mortar 1:4, and pointed flush in the same morter as the work proceeds to hidden surfaces complete all as specified and directed.. | | 77 | Cum |
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| 22 | 22 | Plain cement concrete type B-2 (1 :2:4) using 40 mm graded crushed stone aggregate in foundation, filling and mass concrete.\n | | 12.3 | Cum |
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| 23 | 23 | Plain cement concrete 1:3:6 Type C-1 using 20 mm graded crushed stone aggregates in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, Kneelers, apex stones, bed plates, kerbs not provided, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed\n | | 88.9 | Cum |
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| 24 | 24 | Rendering 15mm thick in cement mortar 1:4 on fair faces of brick/concrete Surface finished even and smooth without using extra cement including mixing of integral wate~proofing compound @ 3% by weight of cement complete all as specified. (Integral water proofing compound shall be measured and paid for separately) | | 305 | Sqm |
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| 25 | 25 | Supply only integral water proofing compound | | 84.9 | Kg |
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| 26 | 26 | Extra for forming fair finished drain or channel 30 cm inner girth using extra cement, including forms, moulds, mitred/stopped ends etc | | 60 | Sqm |
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| 27 | 27 | Add or deduct from item No.26.00 above for each 25 mm girth or part there of over or under 30cm inner girth | | 100 | Kg |
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| 28 | 28 | Framed work such as grills,gratings, etc .. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde E-165 complete all as specified. | | 5415 | Kg |
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| 29 | 29 | Precast plain cement concrete type B1,- 1:2:4 using 20 mm graded crushed plain stone aggregate as in manhole covers, Kitchen sink slab, etc.(of any section indicated, with plain fair fapes including chamfers weatherings, throating etc. and setting in mortar complete with joints to match complete all as specified | | 10.6 | Cum |
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| 30 | 30 | Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to better of for rough finishes on curved surfaces of concrete wall. | | 1309 | Sqm |
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| 31 | 31 | Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter rough finishes or curved surface of concrete. | | 8293 | Sqm |
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| 32 | 32 | Reinforced cement concrete M-30 using 20 mm graded crushed stone aggregate (design mix) in foundations including rafts, footings, foundation beams, plinth beams, bases for columns basement slabs, under reamed piles, and mass concrete complete all specified I anc directed. | | 1015 | Cum |
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| 33 | 33 | Reinforced cement concrete M-30 using 20 mm graded crushed stone aggregate (design mix) in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses concrete complete all specified an directed. | | 1244 | Cum |
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| 34 | 34 | TMT Bars 8mm dia in reinforcement cut to length, bent to shape required, including cranking, bending spirally for hooping for columns.hookinq ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips. | | 275 | Kg |
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| 35 | 35 | TMT Bars 10mm dia and over, in reinforcement cut to length, bent to shape required, including cranking, bending spirally for hooping for colurnns.hookinq ends and binding vYith and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips. | | 199618 | Kg |
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| 36 | 36 | 200mm wide PVC water bar having hardness 65+-5mm, elongation at break 450mm, tensile strength Min 14.5 N/mm2 conforming IS-15058 (2002) complete all as specified and directed: | | 2029.75 | RM |
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| 37 | 37 | Sand filling under floors or in foundations including watering consolidation complete all as specified and directed. | | 3222 | Cum |
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