Estimate for Rehablitation of Haripur Disty RD 0-19300 by concrete lining M-15 concrete mix, mixed in automatic batching and mixing plant,carried to site of work in transit mixers of, laid manually to specified thickness.

Amount

Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 450 metres.Excavation for roadwork in soil with hydraulic excavator of 0.9cum bucket capacity includingcutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead.

Excavation in soil using hydraulic JCB and Hydraulic Tractors Trolley i.e cutting & loading in trolley and transporting to the embankment location with all lifts and lead.( Disposal/carrige from 7.64 km including last 1.30 km katcha)

Excavation in soil using hydraulic JCB and Hydraulic Tractors Trolley i.e cutting & loading in trolley and transporting to the embankment location with all lifts and lead.( Disposal/carrige from 6.5 km including last 0.45 km katcha)

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

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 1.5-3.0 mtr depth

Earthwork excavation in foundation and trenches.

Dressing of Side Slopes 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.

Providing and laying cement concrete Side lining 60 mm thick for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

Providing and laying cement concrete M-15 for coping and Sleeper mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications

Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening including attached pillasters butresses etc when curved)

Filling Contraction Joint with sealing compound complete in all respect

Filling expansion joint with Sealing Compound. complete in all respect

Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.

Providing & laying 250 mm wide LDPE Film 150 micron over sleepers

Making temporary sirki sarkanda godown 3m x 3m with walls 2.5 m high 1.5 brick thick burnt brick (excluding cost of bricks) but including cost of other materials

Providing Advanced direction Sign Board 1200x900 mm rectangular as per IRC 67-2012 as high intensity Microprismatic grade retro reflective sheeting type-XI as per ASTM D 4956-09 and as per IRC 67-2012 grade sheeting fixed over 4 mm thick aluminium compos.

Providing & Fixing Boundary Pillars

Providing & Fixing Distance Marks

Dag Belling single kassi stroke complete in all respect

E/w involved in dismantling of outlet with 'H' more than 0.90 m but upto 1.10 m

Dismantling of APM/ OF Type outlet consisting total dismentling i.e concrete slab & Cement masonary with 'H' more than 0.90 m but upto 1.10 m

Supply of New APM block

Adjusting new APM block in correct 'Y' and fixing in position.

Laying cement concrete 1:4:8 with brick ballast including material at site complete in all respect.

Cement Brick Masonry 1:4 in foundation & Plinth in cement sand Mortar including material at site. complete in all respect.

Reinforced cement concert 1:2:4 (M-15) for roof including material at site complete in all respect but including steel.

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 in all respect.

Extra Labour for dressing of brick for outlet with 'H' more than 0.90 m but upto 1.10 mtr

Any Other Item

ASEEM KUMAR CONTRACTOR