Name of Work:- Restoring lining gaps of Moonak branch (RD 39555 and 40200) and Minor 10 tail (RD 21439) of Ladbanjara disty
Sl. No.
Item Description
1
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres
2
Excavation of soil using hydraulic JCB and hydraulic tractor trolly with disposal upto 3 KM (RURAL LEAD)including cutting and loading in trolly trimming bottom and side slopes in accordance with requirement of grades and cross sections and transporting to embankments locations with all leads
3
Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.
4
Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing(a) 0-1.5mt. depth ( as per earth work statement)
5
Dressing of Earth work ( NEW )
6
Dressing and preparation of sub grade for side slopes
7
Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before layingconcrete
8
Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)(lining + sleepers + coping)
9
Providing and laying LDEP 150 micron over sleeper on construction joints and expansion joints complete in all respect as per design/drawing and PWD specifications
10
Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications
11
Extra for Bitumen Painting @ 0.69 kg per Sqmt.
12
Rehandling of earthwork
13
filling of contraction joint Please Enable Macros to View BoQ information
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