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| 1 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, jumper blast,blasting soft / hard rock or by chiselling where blasting is prohibited soft/hard rock in all lifts stacking the excavated soil as directed by the Engineer- in- charge clear from the edge of excavation and then returning the stacked soil in 15 cm layer when required into plinth and side of foundation etc. Consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth by the Engineer- in- chargeup in all leads and lift. |
| 2 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. |
| 3 | Providing and laying cement concrete 1:1½:3 (1 Cement : 1:1½ sand :6 graded stonew aggregate 40mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in : |
| 4 | Foundation, footing, basis of columns and the like mass concrete.as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 5 | Walls any thickness including attached pillaster buttresses, plinth and string courses from top of foundationup to all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 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 batten and ballies, in all heights of propping and centring below supporting floor to ceiling upto all height and removal of the same for insitu-reinforced concrete and plain concrete work in :- |
| 7 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 8 | Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtrs below supporting two level. |
| 9 | Arches beyond 6.00 mtrs span. |
| 10 | Providing and laying cement concrete work 1:1.5:3(1cement:1.5sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in: |
| 11 | Suspended floors, roofs, landings and shelves and their supports, balconies,beams, girders, bressumers and cantilevers upto all floor level complete involving acomplete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. |
| 12 | Arches upto floor two level. |
| 13 | Providing Tor steel reinforcement for RCC work I/c bending ,binding and placing in position complete upto floor two level as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 14 | Steel work welded in built up sections trusses and framed work, including cutting hoisting fixing in position and applying a priming coat of red lead paint in gratings framed guard, bars,ladders railling, brackets and similar work in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 15 | Laying and jointing & testing of G.I pipe for outer face horizontally in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.(Labour Rate) |
| 16 | 125 mm dia |
| 17 | Providing and fixing C.I. Slui ce valve (with hand wheel) as per IS:780-1984 class-I of 125 mm dia ( i/c brass spindle & as per 2906-1984 class-II for dia >300mm) complete with bolt nuts, rubber insertgion etc in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 18 | Providing and fixing steel/Fiber Rainforcement concrete (SFRC) man hole cover and fram. Conforming to IS 12592(PART-I) 1998 with latest amendments. mm diameter 600 Heavy duty complete in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 19 | Painting two coat (excluding Priming coat )on new steel based surface with ready mixed paint brushing to give an even shade I/c cleaning of all dirt dust and other foreign matter, sand papering and stopping with while enamel paint . Please Enable Macros to View BoQ information |