ESTIMATE FOR REHABILITATION OF PANWAN DISTRIBUTORY FROM RD 0 TO 8998 MTR OFFTAKING AT RD 27018M OF KANDI CANAL STAGE 1

Amount

Supply of wooden pegs for levelling work from canal or road plantation 40 mm to 50mm dia and 15cm to 23 cm long.

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

Dressing of earth work

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.

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

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.

Dressing side slopes and preparation of sub grade for lining

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 expansion joints with special impervious hot pour 12.5mm wide.

Bending and fixing iron rungs on lined slopes as per IS code:; 3873-1993

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

Raking, cleaning and filling of hollow joints in cement sand mortar 1:3 on side slopes of tile lined channel. When depth of channel is more than 5ft and work is done in closure.

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 AND CUP SECTION OF ALL RADII)

Filling Construction joints with special impervious hot pour 11 mm wide.

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 Disposal/carraige from 0-13km

Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfacation directed by the engineer-in- charge

12.5 mm thick cement plaster 1:4

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

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

Extra for rolling to specifications

Extra bitumen painting at 0.69 Kg. per sqm

Polythene films/ sheet of 100,125, 150, 200,250 micron

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth

Dismantling brick work tile, masonry or tile lining

Scraping

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

Dismantling outlets including removal of dismantled material involving lead upto 100 metres. Pipe or barrel type outlets. Channel discharge upto 1.5 cum/s (NP)

Earth work for dismantling or construction of new pipe or barrel type outlets (including excavation,refilling, consolidation and dressing)Channel discharge upto 1.5 cums per second. (NP)

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring.D.I. Pipe as per IS 8329 DI-K7 150mm i/d pipe lines laid complete. (NP)

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth (NP)

Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type (NP)

Earth work for dismantling or construction of new pipe or barrel type outlets (including excavation,refilling, consolidation and dressing)Channel discharge upto 1.5 cums per second.(P)

Dismantling outlets including removal of dismantled material involving lead upto 100 metres. Pipe or barrel type outlets Channel discharge upto 1.5 cum/s (P)

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring.D.I. Pipe as per IS 8329 DI-K7 150mm i/d pipe lines laid complete. (P)

Cement concrete 1:3:6 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type (P)

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth (P)

BRIJ LAL GOVT CONTRACTOR