ESTIMATE FOR CONCRETE LINING OF BALLOWAL MINOR RD 0-16750

Amount

Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge exceeding 1.5 cum/ but upto 4.5 cum/s

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

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation 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 lift and combined lead up to 60 mtr.

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations including all lifts and leads.

Extra for laying earth as per specifications for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D Specifications.

Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing (as per earth work statement), 0-1.5 mt. depth

Dressing of Earth Work (NEW)

Dressing and preparation of sub grade for side slopes

Providing and laying cement concrete M-15 for SLEEPERS in bed and side slopesbelow the joints of concrete liming mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications

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

Cement Conrete Lining 75 mm thick or less laid manually for irrigation channels, using cement conrete M-15 with cement content 325 kg/cum mixed in automatic computerised batching and 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) In side slopes

Providing and laying cement concrete M-15 for COPING mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers including supply carriage loading and unloading of material complete in all respect in PWD specifications

Filling of Construction/Contraction joints with sealing compound 12.5 mm

Providing & laying LDPE 150 micron over sleepers on constructions joints and expansion joints complete in all respect as per design/drawing and P.W.D Specification

shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and P.W.D Specification

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

Dag belling single kassi stroke minimum 7.5 cm depth complete in all respect as per design/drawing and P.W.D Specification

P & F Distance Marks after every 1000 feet interval as per attached Sub Estimate

P & F Boundary Pillars as per Attached Sub Estimate

Construction of Outlets FOR Tail Cluster

Construction of Outlets NON-PATROL BANK

Any Other Items

RUPINDER SINGH CONTRACTOR (BID ID -612170)