ESTIMATE FOR REHABILITATION, RENOVATION AND MODERNIZATION OF GOPALA MINOR FROM RD 0 TO 10600

LDPE film of 150 micron over sleepers for construction and expansion joints

Extra For compensation & royalty for Ordinary earth/ Ordinary clay taken from private land.

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.

Dag-belling Single Kassi stroke minimum 7.5 cm depth.

Excavation in 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 requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

Dismantling brick work tile, masonry or tile lining In cement

Extra bitumen painting at 0.69 Kg. per Sqm.

Dressing bed and preparation of sub grade for lining.

Dressing side slopes and preparation of sub grade for lining.

Dressing of earth work New work or remodeling work

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

Filling construction joints with special impervious hot pour as per design and speifications

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

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing depth exceeding 1.5 ms but upto 3.0 ms.

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads excluding royalty as per drawing design specifications and instructions of engineer in charge

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

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

Compaction Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.

Compaction Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

Compaction Extra for rolling to specifications.

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road Discharge upto 1.5 cum/s

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road Discharge exceeding 1.5 cum/s but upto 4.5 cum/s

Construction of Distance Stones at Various RD's

Providing, laying, fixing & jointing of P.V.C. pipes as per ISI-4985 (ISI marked with the prior approval of engineer-in-charge) along the trenches to correct alignment and gradients, cutting, jointing, and testing complete as per specifications.

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