Estimate for Concrete Lining of Bilaspur Minor RD 0-23100

Ordinary jungle clearance of both banks of Distributries, minors and drains with discharge 0 to 1.50 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

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

Dressing of earthwork.New work or Remodeling work

Excavation of soil using hydraulic excavator and tractor trolleys i/c cutting and loading in tippers and transporting to the embankments location with all lifts and leads excluding royality (Rural)

Extra for Compensation & Royality for ordinary earth/ Ordinary clay taken from private land.

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

Dag belling single Kassi stroke minimum 7.5 cm depth.

putting 1:3 (Cement:Water) cement slurry with cement @ 2.25 kg/sqms as on prepared bed & side slopes before laying concrete on bed & side slopes.

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.

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

Polythene films/sheets of 100,125,150,200,250 microns

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, 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 bricks on O.F. and A.P.M. type outlets with 'H' more than 0.50 m but upto 0.90 m.

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

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

Cold twisted deformed(Ribbed/TOR Steel) Bars (Fe 500 grade as per IS 1786:2008), For RCC works i/c bending binding and placing in position complete in all respects

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement.

C. Conc. 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type

C. Conc. 1:2:4 with stone ballast using concrete mixer volume metric type

Painting distance marks with synthetic enamel paint two coat work for Distributaries

Dismantling brick work, tile masonry or tile lining in cement.