ESTIMATE FOR RECONSTRUCTION OF KALYAN DISTY FROM RD 0 to 76950 OFFTAKING AT RD 108360L OF BATHINDA BRANCH CANAL SLICE RD 0 to 11510

Ordinary Jungle Clearanceof both banks of running Disty., Minors and Drains including Boundaryroad with discharge a. Discharge exceeding 1.5 cumecs but upto 4.5 cumecs

Earthwork Excavation from canal using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cumbucketcapacityincluding cutting, trimmingbottomand side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m (Cutting)

Excavation of soil using hydralic Excavator and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankmentlocationswithall lifts and Leads, excluding royalty

Extra for layingearth/flyash as per specifications for compaction in 20 cm layers anddressing,watering, rolling as per specifications for compaction

Dressingof new Earth work

Earthwork for lipcutting for lining of irrigation channels inclusive of all allowances, leadanddressing:(a)0to 1.5m depth

Earthwork in excavation in foundations trenches etc. in all kinds of soil where Pick Jumperwork is not involved andnotexceeding2.0metres depth including dressing of bottomandsidesof trenches, stacking the excavated soil clear from the edge of excavation and subsequent fillingaroundmasonry in15 cm, layers with compaction including disposal of all surplussoilasdirectedwithin lead of 30 metres.

Dressing side slopes and preparationof subgrade for linning

Putting 1:3 (Cement:water) cementslurrywithcement@ 2.25kgpersqmonprepared bed and side slopes before laying concrete on bed and side slopes

Cement concrete lining 75 mmthickorlesslaidmanually for irrigation channel using cement concrete M-15with cement content 325Kg/cum mixed in automatic computerised batching and mixingplant and transported tositeintransitmixerwithan average lead of 1 km. (For Lining+coping+sleeper)

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

Filling Contraction Joint with special impervious hot pour 12.5mm wide.

Extra bitumen painting at 0.69 kg per sqm

LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage &loading unloading of all material completeinall respectasper PWD specification and Engineer in Charge.

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

filling of expansion joints.

Earth work involved in dismantlingopenflumeA.P.M. orO.S.M.typeoutletswith ‘H‘morethan0.50mbutupto 0.90 m (including excavation, refilling, consolidation and dressing) .

Extra labour for dressing bricks onO.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 aggregates 40 mm gauge using concretemixer volume metric type

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

Laying Reinforced cement concrete (M-20)mechanically batch mixed using batch type concretemixerasperIS:1791 and vibrated by needle vibrated but excluding steel reinforcement, centering and shuttering in foundation and plinth

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, forR.C.Cworks, where not including in the complete rate of RCC includingbendingandplacing in position complete.

supply of outlet

Dismantling outlets including removal of dismantled material involving ( (c )) Dismantling O.F., A.P.M. Or O.S.M. type outlets involving dismantling cement masonry and removing of precast R.C. Slab ((ii)) With H more than 0.5 m. but upto 0.9 m

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

Painting two or more coats excluding priming coat with synthetic enamel paint inall shades on wood work, metallicorplastered,concrete surface to give an even shade.

Painting new letters and figures of black synthetic enamel paint to an even shade

Any other item