Name of Work:- Gram sabha chukaha me siwar nirman karya
Sl. No.
Item Description
1
E/w in excavation in foundation in o/s including lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavated earth into space between the building and sides of foundation trenches or into plingth and removal and disposal of suplus earth as directed by engineer in charge upto a distance of 30 m from the foundation trenches I/c T&P as per S.I no 251
2
Concrete with 4 cm gauge brick ballast , sand of 1.25 F.M and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials labour and T&P I/c as per S.I no 273
3
Class M-150 Brick work in 1:4 Cement and Fine sand of 1.25FM.morter in foundation I/C all complete as per SI NO.(305)
4
12 mm Thick Plastering in 1:4 Cement and fine sand morter on rough surface I/C all complete as per S.I NO 584
5
P/L of 110 mm Ф P.V.C. pipe. With ISI marks I/c
6
Concrete with 20 mm gauge approved stone grite approved coarse sand and cement in the proportion of 4:2:1 i/c supply of all materials, labour & T & P etc. required for completion of work. SI No. 279(B).
7
Supply of informatory M.s sign board size 1.20*0.90 m made of 0.80mm M.s sheet fixed in ISA 40*40*5mm,frame supported in back side by 32*5mm flat iron on all four side along with two vertical post of 2.90m from bottom of frame of angle iron ISA 40*40*5mm with 0.25m long horizontal leg electrically welded and painted with one coat synthetic enamel paint I/c
8
Rcc work with cement approved coarse sand and 2cm gauge approved stone ballast in the proportion of 1:2:4 in slabs excluding its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc and also including S/o all materials required for proper completion of the work binding wire to be supplied by the contractor free of cost I/c as per S.I no 284
9
Mild steel or iron work in plain work such as in reinforced concreted or reinforced brick work (when not included in overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage.Bend hooks and authorised overlapping shall be measured I/c as per S.I no 504
10
Supply of 450 mm dia of Rcc hume pipe NP-3 including collars/spigot & socketed type joints , confirming to BIS specification as per IS:458:2003 AS per uppwd S.I no 11
11
Laying and jointing of Rcc hume pipe with collars with cement mortar excluding cost of pipe and collar I/c (Dia 200mm--450mm)I/C as per s.i no 29 NSS(IV)
12
Supply of 600 mm dia of Rcc hume pipe NP-3 including collars/spigot & socketed type joints , confirming to BIS specification as per IS:458:2003 AS per uppwd S.I no 11
13
Laying and jointing of Rcc hume pipe with collars with cement mortar excluding cost of pipe and collar I/c (Dia 600mm--750mm)I/C as per s.i no 29 NSS(III)
14
E/w in cutting or embankment in o/s excavation to be the form of regural pits not exceeding 1/2meter(20\\") in depth and ew in embankment to be in 20cm layer including ramming and dressing the surface to required levels and slopes and also including 1.50m lift and 30m lead the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by E/I I/c as per S.I no 253 Please Enable Macros to View BoQ information
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