Estimate for Reconstruction of Raikot Distributory RD 0 - 15915

Amount

Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge above 4.5 cumecs including boundary road.

Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30 m.

Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 3.55 Km (Pucca) 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.

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 for new work or remodeling work.

Dressing of Dowels in addition to payment for dressed earthwork.

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth.

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

Earthwork excavation in foundation, 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 side 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 a 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 per Sqm as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and Engineer-In-Charge.

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/Construction 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

Laying 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.

Providing & Fixing Distance Marks

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

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

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.

Extra labour for dressing of bricks for outlet with 'H' more than 0.50 m but upto 0.90 m.

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

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

Laying Reinforced cement concrete (M-20) mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrated but excluding steel reinforcement, centering and shuttering in super structure. (For slab)

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.

Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.

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

SUKHDEV SINGH CONTRACTOR

Pithadai Construction PVt. Ltd.

MANMOHAN SINGH CONTRACTOR