Relining of Concrete M-15 Concrete Mixed in automatic batching and mixing plant carried to site of work in transit mixer laid manually with specified thickness RD 0 - 19350 of Mehma Mara Minor.

Amount

Ordinary jungle clearance of both banks of Distributries, minors and drains with discharge upto 1.5 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.

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 0 to 1.5 mtr depth

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m

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.

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

Laying cement slurry 1:3 with cement 2.25 kg/sqm as on prepared side slopes before laying concrete on side slopes.

Cement concrete lining75 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 with an average lead of 1 km.

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 with an average lead of 1 km.

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 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

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

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

Dag belling single kassi stroke minimum 7.5 cm depth

Providing and Fixing Distance Marks RCC M-15 grade of standard design as per specification

Earth work involved in constructing new open flume A.P.M. or O.S.M. type outlets with 'H' more than 0.50 m but upto 0.90 m

Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e RC slab and cement with 'H' more than 0.50 m but upto 0.90 m.

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.

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.

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

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

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.

Gurdas Singh Contractor

MITTAL CONSTRUCTION COMPANY

BRIJ LAL GOVT CONTRACTOR