Estimate for Rehabilitation Renovation Modernization of Goniana Minor along with allied Work (Concrete Lining of Gonlana Minor RD 0- 6800 including Head regulator and 2 VRB and a Gauge well)

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 (As per CSR item no. 6.19) cutting

Excavation of soil using excavator and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment all locations including all lifts and leads, execluding royality.

Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications

Dressing of Earthwork

Dressing of Dowel

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr 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 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.

Dressing bed and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

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

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

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

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 .

Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening including attached

Filling Contraction Joint with sealing compound complete in all respect

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.

Providing & laying 250 mm wide LDPE Film 150 micron over sleepers

Providing & Fixing Distance Marks

Fixing of boundary pillar,provided on both sides of distributary per 1000 feet interval

Providing & Fixing Outlets (Patrol bank)

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

Constructing Gauge well.

Constructing Bridges

Constructing Head Regulator

Any other item