Project Estimate for modernization of 5-R Distributary System

Amount

(24) Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road :-((a)) Discharge upto 1.5 cum/s km

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads: ((a)) Disposal/carraige from 0 upto 450m

Compaction: ((i)) Extra for laying earth/fly ash as per specifications in 20cm. Layers and dressing but excluding cost of rolling.

((ii)) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

((iii)) Extra for rolling to specifications.

EARTH WORK (6.3) Dressing of earth work ((i)) New work or remodeling work.

(19.19) Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- 0 to 1.5 mtr depth

Earth work in 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.

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

Dressing side slopes and preparation of sub grade for lining.

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

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

Providing and laying cement concrete M-15 for sleepers mixed in automatic computerized batching and mixing plant and transported to site in transit mixers complete in all respect in PWD specifications.

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

Filling Contraction Joint with sealing compound complete in all respect X-sectional area of proposed joint i.e. {(8+11)/2*30)}/(12.50/*10)

Filling expansion Joint with special impervious hot pour 12.5 mm wide for 75 mm depth

HOISTING, ROOFING AND WATER PROOFING: (13.54) Extra bitumen painting at 0.69 Kg. per sqm

MATERIALS: (M-73) Polythene films/ sheet of 100,125, 150, 200,250 micron attached AOR ------Including 18% GST---------

Providing & Fixing Distance Marks (Cement concrete 1:3:6 (M-10) with stone ballast using concrete mixer volumetric type)

Cement concrete 1:2:4 (M-15) with stone ballast using concrete mixer volumetric type

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.

Photograpy,Videography, Testing & Advertisement charges

Providing & Fixing Outlets (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, 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.

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.

RCC M-20 in superstructure

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.

Providing & Fixing Outlets ( Non 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, 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.

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.

RCC M-20 in superstructure

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.

Dag Belling single kassi stroke complete in all respect

DISMANTLING: (8.5) Dismantling brick work tile, masonry or tile lining In cement

V.K.& SONS