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| 1 | Excavation in foundation and trenches in all type of soil such as pickwork jumper work Kankar, moorum, shingles including decomposed soft and hard rock etcupto all heights stacking the excavated earth not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts as per the direction of Engineer in-charge. |
| 2 | Providing and laying cement concrete 1:4:8(1cement:4approved sand:8app.graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. |
| 3 | Providing and laying cement concrete 1:1.5:3(1cement:1.5approved sand:3approved graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
| 4 | Foundation and plinth including entire carriage of material upto all leads and lifts. |
| 5 | Wall (any thickness but not less than 0.1m thickness) attached pillasters,buttresses plinth and string courses etc. from top to foundation level upto floor two level and as per the direction of Engineer-in-charge.including entire carriage ofmaterial upto all leads and lifts. |
| 6 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish. Including centring,shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:- |
| 7 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc., up to 200mm in thickness. |
| 8 | Vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like and as per the direction of Engineer-in-charge .including entire carriage of material upto all leads and lifts. |
| 9 | Providing and laying reinforced cement concrete work 1:2:4 ( 1 cement :2 sand :4 graded stone aggregate 20 mm nominal size ) excluding cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landings, shelves and their supports balconies beams, girders bressumers and cantilevers upto floor two level in all heights and depths includiing all leads lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 10 | Providing tor steel reinforcement for RCC work including bending,binding and placing in position complete upto floor two level.as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. |
| 11 | Providing and fixing Man hole cover with frames for man holes of size 500mm internal dia meter C I cover (medium duty) the weight of cover to be not less then 58 Kg including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 12 | Laying and jointing in trenches galvanised mild steel steel tubes(light grade ) tube fittings( earth work in trenches to be measured and paid for separately) for scoure and over flow pipe with all leads and lifts. |
| 13 | 40 mm dia (L) |
| 14 | Providing and fixing M.S foot rest of 22mm dia size including embedded in C.C in block 225mm x225mmx75mm including all leads and carriage of material at site as direction of engineer in charge |
| 15 | Excavation in drains and channel etc in earth work in all kinds of soil such as kankar, moorum shingles conglomerate saturated soil and decomposed soft and hard rock including dressing of sides and beds , disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and then returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance as per the direction of Engineer in-charge. |
| 16 | Providing, laying, jointing, testing and commissioning in trenches galvanised mild steel tube of following dia. (Light grade) conforming to IS-1239 (part-1)2004 including tube fittings such as tee,Elbow,union and nipple etc. (earth work in trenches to be measured and paid for separately) as per the direction of Engineer-in-charge including all leads and lifts. |
| 17 | 25 mm dia (Light Grade) Please Enable Macros to View BoQ information |
