Repair work of VRB at Km 13.400 of Thakurdwara Dy. in district Moradabad.

Amount

Laying and Jointing PVC Pipe. Heading

Dismantling brick or stone masonary in lime or cement including stacking within 60 meter.

Dismantling R.B. of R.C.C. work including stacking of material within 60 Meter lead.

Earth work in foundation in dry soil (loam clay or sand) including lift upto 1.50 M and lead upto 30 M including back filling ,watering and ramming of excavated earth into the trenches or into the space between or into the plinth with removal and disposal of surplus earth as directed by the engineer-in -in-charge up to a distance of 30 M from the foundation treanches.

Laying C.C. 1:3:6 using size (20-40) mm graded crushed aggregate i/c all cost materials, labour, T&P etc.

Providing and laying Bricks (M-105 & above) brick work with 1:4 cement mortar using cement amd Coarse sand inclduing cost of all materials, labour, T&P etc.

Ordinary Centering and Shuttering for R.C.C. work per SqM.

Providing and fixing Steel Reinforcement at site per M.T. including bending, binding, cutting and placing in position of reinforcement i/c all cost of binding wire including all cost of materials, T&P and labour etc.

Laying R.C.C. 1:1.5:3 using size (5.6-13.20) mm graded crushed aggregate i/c all cost materials, labour, T&P etc.

Laying C.C. 1:2:4 using size (5.6-13.20) mm graded crushed aggregate i/c all cost materials, labour, T&P etc.

Providing Cement pointing (Struck Deep) on brick masonary in 1:2 Cement Mortar including cost of all material, T&P and labour Complete.

Brick flooring in 1:3 C.M. per SqM.

Applying snowcem washing in two coats on new surface per SqM.

Writing letter including cost of material 20cm. Height for sign board etc. i/c all cost of material, T&P & labour etc. complete.

Laying brick on edge kharanja with cement mortar i/c. cost of all material, labour, T&P etc. complete.

Laying and fixing R.C.C. (1:1.5:3) Wheel guard stone including all cost of materials, T&P and labour etc.

Providing and fixing RCC Hume Pipe (NP3) (S&S Type) of 600mm dia I.S.I. Mark including all cost of materials, T&P and labour etc. complete.

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of irregular pits and earth work in embankments to be in 29cm. layers including ramming and dressing the surface to the required levels, sloopes and also including 1.50M. lift & average lead of 600M. the earth from cutting to be used in macking embankment or to be deposited as spoil banks within 39 metere distance as directed by Engineer-in-charge.

M/S KUNWAR PAL CONTRACTOR

S S CONSTRUCTION COMPANY

M/S D.P SINGH CONTRACTOR KASHIPUR

M/S MALIK CONSTRUCTION

MITTAL BROTHERS

MAHENDRA SINGH