Estimate for Restoration of Ramdas Distributory system and harindra feedder to design section with concrete lining damaged due to floods 2025

Amount

Jungle clearance on running canals and branches, and drains with discharge more than 9 cum/s (a) Medium

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.

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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

(a) Disposal/carraige from 0 upto 450m.

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

(c ) Disposal/carraige for every additional beyond 1 Km upto 3 Km. (25.39x2=101.56)

Compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

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

(b) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction

( c) Extra for rolling to specifications

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

Dressing of earth work for New work or remodeling work. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Dressing of dowels along water carrying channel in addition to payment for dressed earth work.

Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

(a ) For 0 to 1.5 m depth.

(b ) For above 1.5 m depth upto 3 m

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.

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. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge

Filling expansion joints with special impervious hot pour 12.5mm wide. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Filling Construction/Contraction with sealing compound including supply and carriage of material complete in all respects.

Dag-belling for Single Kassi stroke minimum 7.5 cm depth. Complete in all respect as per drawings, designs, specifications and instructions of Engineerin- charge.

Extra bitumen painting at 0.69 Kg. per Sqm. Complete in all respect as per drawings, designs,specifications and instructions of Engineer- in-charge

Cement concrete lining 75 mm. 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 AND CUP SECTION OF ALL RADII). Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. ( For coping)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 with computerised batchmixing. (Toe wall)

Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer incharge pasting on faces of sleepers including laying in position, carriage to site, jointing/welding etc. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects

Bending and fixing iron rungs on lined slope

First Class burnt brick laid in above plint level 1:6

10 mm thick plaster on side walls

compesation

R S CONSTRUCTION CO. (BID ID -692251)