Name of Work:- Restoring Lining Gaps of various channels under Samrala Sub Division
Sl. No.
Item Description
1
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with alllifts and leads with avg lead disposal carriage upto 3.00 km i/c all pucca
2
Extra for laying earthwork as per specifications for compaction in 20 cm layerand dressing including cost of rolling and watering as per specifications
3
Dressing of Earth work (New)
4
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth
5
Earthwork excavation in foundation, trenches etc. in all kinds of soil where pickjumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge ofexcavation and subsequent filling around masonry in 15 cm, layers with compactionincluding disposal of all surplus soil as directed within a lead of 30 metres.(sleepers+ Coping)
6
Dressing of Side Slopes and prepration of sub grade for lining complete in all respectas per PWD specification
7
Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared sideslopes before laying concrete on side slopes.
8
Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) For bed &side slopes
9
Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) For Sleeper
10
Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) For Coping
11
Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications
12
Extra bitumen painting at per 0.69 sqm (on sleeper)
13
Providing & laying 150 micron Polyethene Sheet over sleeper
14
Dismantling of PCC including T&P scaffolding wherever necessary, sorting thedismantled material, disposal of unserviceable material. & staking the serviceablematerial with all lifts & lead of 100 mtr (By Mechanical Means)
15
Filling of contraction/ construction joints sealing compound including supplycarriage, of material complete in all respect as per design/drawing and PWDspecifications Please Enable Macros to View BoQ information
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