Channelization of Bahadurgarh Drain in between RD 0 to 6700 Passing through Urban Estate Phase-IV of Patiala City

Amount

Ordinary jungle clearance of both banks of running distributaries, minors and drains with Discharge exceeding 1.5 cum/s but upto 4.5 cum/s

Earthwork excavation in foundation, 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 side 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 a lead of 30 metres.

Excavation of soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lift and combined lead up to 30 mtr.

Extra for laying earth/ fly ash as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications

Earthwork for lip cutting for lining of irrigation channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specification

Dressing of bed and prepration of sub grade for lining complete in all respect as per PWD specification

Putting 1:3 (cement : water ), cement slurry with cement @ 2.25 kg/sqms as on prepared bed & side slopes before laying concrete on bed & side slopes.

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 including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For side slopes

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 including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Sleeper

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 including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping

Filling expansion joints with special impervious hot pour 12.5 mm wide per m per cm depth including supply and carriage, of material complete in all respect.

Shuttering for faces concrete foundation and foundation beam &plinth beam(vertical or battening)

Extra bitumen painting at 0.69 per sqm (on sleeper)

Providing & laying 150 micron Polyethene Sheet over sleeper

Cement Concrete 1:2:4 withmixing ith mannual means i/e needle vibrator or shingleincluding supply ,carriage of material complete in all respect as per design/drawing and PWD specifications.

Cement Concrete 1:3:6 withgravel (75 mm to 25 mm) mixing with manual means or shingleincluding supply ,carriage of material complete in all respect as per design/drawing and PWD specifications.

Providing Running & maintenancer of 8HP pump set/ genset for dewatering