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| 1 | Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. |
| 2 | P/L cement conc. 1:3:6(1 cement:3 sand:6 graded stone agg. 40mm nominal size) and curing complete excluding cosot of form work and reinforcement of RCC work in foundation and plinth with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge. |
| 3 | Providing and laying cement concrete 1:1:2(1cement:1 approved sand:2approved graded stone agg. 20mm nominal size) & curing complete excluding cost of form work in foundation and plinth: |
| 4 | Foundation |
| 5 | Providing and laying reinforcement cement concrete 1:2:4(1cement:2sand: 4graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work including all leads and lifts Suspended floors, roofs, |
| 6 | Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.work in :- Flat surfaces such as soffits and suspended floos, roofs, landing and the like. as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. |
| 7 | Vertical Walls (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and strining courses etc.from top of foundation level upto floor two level. |
| 8 | Edges of slabs and breaks floors and walls: in. up to 20mm in wide all leads and lifts |
| 9 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. |
| 10 | Providing and Fixing (M.S sheet and angle iron) 600x600 mm dia main hole cover with frame and controling chamber for wheel valve complete. In all respect i.e locking arrangment etc. not less then 35Kg each) and angle iron stair case for up and down (nit less then 75Kg). |
| 11 | Providing and fixing GMS vantilating pipe over flow pipe (25 to 32)mm. including all fitting required |
| 12 | Prov. And fixing GMS tube of following dia in wall, floor etc.including tube fitting and making the wall, floor etc. good I.e welding with one feet 25mm flat iron both side of req. pipe. |
| 13 | 25mm to 32mm |
| 14 | Providing and fixing controling arrangment with (25to 32mm) diawheel valve i/c all type of tube fitting complete. |
| 15 | 10mm Cement plaster in single coat in fair side of brick /stone masonry for interior plastering up to floor two level including arises internal rounded angles chamfers and/or rounded angels not exceeding 80mm in earth and finished even and smooth including all leads and lifts a) 1:3 (1Cement:3sand). |
| 16 | White washing with lime on undecorated wall surface (two coats) to give an even shade i/c throughly brooming the surface to remove all dirt and foreign matter as per direction of Engineer in charge. |
| 17 | Providing Laying and jointing in trenches GMS tubes (Light Class tube) i/c all required fitting. (earth work to be measured and paid for separetly) |
| 18 | 15mm dia |
| 19 | 20mm dia |
| 20 | 25mm dia Please Enable Macros to View BoQ information |
