Estimate for Reconstruction of Raikot Distributory RD RD 15915 - 32453

Amount

Ordinary jungle clearance of both banks of Distributries, minors and drains with discharge above 4.5 cumecs including boundary road.

Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m

Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 m including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead. (Plains)

Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolley. (Katcha)

Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolley. (Pucca)

Extra rate for carriage of earth/soil per km along katcha bank of canal beyond 1st km but upto 10 km lead with hydraulic tractor trolley. (Katcha)

Extra rate for carriage of earth/soil per km along katcha bank of canal beyond 1st km but upto 10 km lead with hydraulic tractor trolley. (Pucca)

Note - The actual lead is to be paid if the lead is in fraction, the lead is to be worked out by interpolation.

Earthwork for compaction in 20 cm layers and dressing, Extra for watering the earth, Extra for rolling to specifications.

Dressing of Earthwork.

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above upto 1.50 m

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.50 to 3.00 Mtr depth

Dressing of Dowel

Earthwork 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.

Excavating conglomerate for drains and bed sleepers under the lining.

Dressing of side Slopes and prepration of sub grade for lining complete in all respect as per PWD specification.

Dressing of bed 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.

Cement concrete lining 100 mm thick or less with mechanical paver for irrigation channel using cement concrete M-15 with cement content 325 kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. ( for vertical hight upto 2.0 m) ( For lining)

Cement concrete lining 100 mm thick or less with mechanical paver for irrigation channel using cement concrete M-15 with cement content 325 kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. ( for vertical hight upto 2.0 m but upto 3.50 m) ( For lining)

Cement concrete lining 100 mm thick or less with mechanical paver for irrigation channel using cement concrete M-15 with cement content 325 kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. ( for vertical hight upto 2.0 m) ( For coping)

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15 with cement content 325 kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km ( For Sleeper)

Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering )

Filling Contraction Joint with sealing compound complete in all respect

Filling expansion joints with special impervious hot pour 12.5 mm wide.

Extra bitumen painting over concrete surface at joints @ 0.69 kg per sqm

250 wide LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material compete in all respect as per PWD specification and Engineer in Charge.

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

Providing & Fixing Distance Marks

Earth work involved in dismantling open flume A.P.M or O.S.M type outlets with 'H' more than 0.50 m but upto 0.90 m ( including excavation, refilling, conslidation and dressing) ( Patrolling Side)

Dismantling O.F. , A.P.M or O.S.M type outlets consisting of total dismantling with 'H' more than 0.50 m but upto 0.90 m. ( Patrolling Side)

Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.50 m but upto 0.90 m. ( Patrolling Side)

PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type. ( Patrolling Side)

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. ( Patrolling Side)

RCC M-20 in superstructure ( Patrolling Side)

Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) ( Patrolling Side)

Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. ( Patrolling Side)

Cold twisted deformed ( Ribbed/Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. ( Patrolling Side)

Earth work involved in dismantling open flume A.P.M or O.S.M type outlets with 'H' more than 0.50 m but upto 0.90 m ( including excavation, refilling, conslidation and dressing) (Non-Patrolling Side)

Dismantling O.F. , A.P.M or O.S.M type outlets consisting of total dismantling with 'H' more than 0.50 m but upto 0.90 m. (Non- Patrolling Side)

Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.50 m but upto 0.90 m. ( Non-Patrolling Side)

PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type. ( Non-Patrolling Side)

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. ( Non-Patrolling Side)

RCC M-20 in superstructure ( Non-Patrolling Side)

Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) ( Non-Patrolling Side)

Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. ( Non-Patrolling Side)

Cold twisted deformed ( Ribbed/Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. ( Non-Patrolling Side)

SANJEEV KUMAR

ASHOK KUMAR BANSAL GOVT CONTRACTOR