ESTIMATE FOR RECONSTRUCTION OF CHEEMA MINOR EXTENSION FROM RD 37770 TO 46723 OFF TAKING AT RD 56400L OF SEHNA DISTY WITH 10 percent ENHANCED CAPACITY SLICE RD 37770 to 46723

Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs

Earthwork Excavation from canal using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m

Excavation of soil using hydralic Excavator and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and Leads( 3 KM for rural areas)

Excavation of soil using hydralic Excavator and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and Leads( 5 KM for urban areas)

Excavation of soil using hydralic Excavator and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and Leads ((a)) Disposal/carraige from 0 upto 450m

((b)) Disposal/ carraige additional beyond 450m upto 1Km (katcha)

((b)) Disposal/ carraige additional beyond 450m upto 1Km (pucca)

((c)) Disposal/carraige for every additional Km upto 10 Km (Kacha)

((c)) Disposal/carraige for every additional Km upto 10 Km (pucca)

Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing,watering, rolling as per specifications for compaction.

Dressingof new Earth work

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :(a ) 0 to 1.5m depth

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 meters 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.

Dressing side slopes and preparation of sub grade for linning

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. (For Lining+Coping +sleeper

Shuttering for faces of concrete foundations And foundation beam & plinth beam (vertical or battering)

Filling Contraction Joint with special impervious hot pour 12.5mm wide.

Filling expansion joints with special impervious hot pour 12.5 mm wide.

Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.

LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.

Dismantling brick work, tile masonry or tile lining (in cement mortar).

Providing and Fixing Distance Marks

Providing and Fixing Outlet (Patrolling Side)

Providing and Fixing Outlet (Non-Patrolling Side)

Any other item