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| 1 | Excavation in foundations, trenches etc. in earth work,lift uoto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. Layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in lead of 20 metres. |
| 2 | Providing and laying cement concrete 1:3:6(1cement:4sand:8graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth. |
| 3 | Providing and laying 1:1.5:3(1cement,1.5 sand, 3graded stone agg 20mm N/S) and curing complete excluding cost of form work and reinforcement for fainforced concreet work in wall (any thikness)atteched pillastter,buttresses beam girders and contilevers upto the floor lavel. |
| 4 | foundation |
| 5 | Walls |
| 6 | 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, |
| 7 | 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 :- |
| 8 | Vartical surface such as wall (any Thikness) partetion and and the like including atteched plaster,Buttreless plinth and string cores and the like within all leads and lifts. |
| 9 | Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts |
| 10 | Edge of slab and break in floor and walls under 200cm. Thickness within all leads and lifts. |
| 11 | Providng ,Laying /Placing Mild steel/tor steel reinforcement for RCC. Work including binding bending and placing in position complete up to all floor level. a) Tor steel |
| 12 | Supplying and fixing glavnised steel barbed wire (IS: 278-1962 type-1) heighting 9.30kg. Per 100mtrs. Straing and fixing to any type of standerd rail, straining the belt, including, securing with and providing of GMS wire stapleretc. (Past of wood cement, steel paid separately). |
| 13 | Providing and fixing of fencing post 2.50 mtrs. Long and 1.80 hight fencing post should be of 50x50x65x65z6mm angle iron having 9Nos. Hole equale spacing for barbed wire fencing post should be welded with 20cm long and 40x40x6mm hold fast at bottam etc. |
| 14 | 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 star case for up and down (not less then 75Kg) |
| 15 | 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. |
| 16 | 25mm to 32mm |
| 17 | 25mm to 32mm |
| 18 | Providing laying GMS tube (Light class)25mm-32mm dia including cutting and weldingof iron flat both side for anchoring in c.c etc. |
| 19 | Providing and fixing controlling arrangment with(25 to 32) mm dia wheel valve i.c all type of tube fitting complete. |
| 20 | 10mm cement plastring in single coat on fair side of brick/concrete wall for inernal plastring up to flower two level i/c arrises internal angle chamber not exceeding 80mm in grith and finished even and smooth in cement motor 1:3 (1cement, 3sand) with in all lead and lifts. Please Enable Macros to View BoQ information |
