Estimate for remodeling with concrete lining of Nadampur Disty system off taking at RD 54500/L of Ghaggar Branch with 10 enhanced capacity from RD 23500 to 44920 of Nadampur Disty.

Amount

Ordinary jungle clearance of both banks of distrybutaries, minor and drain with discharge upto 9 cs including boundary road (Heavy) a) Discharge exceeding 1.5 cum/s but upto 4.5 cum/s

Dismentaling of brick work in cement

Earthwork excavation in foundation and trenches

Excavation of soil (any type) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross section, including lift and combnined lead upto 60 mtr.

Excavation of soil using hydraulic JCB and hydraulic tractor trolly with disposal upto including cutting and loading in trolly trimming bottom and side slopes in accordance with requirement of grades and cross sections and transporting to embankments locations with all leads. 1.62 km Katcha

Extra for laying earth as per specification for compaction in 20 cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.

Dressing of earth work (NEW)

Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing (as per earth work statement) (a) 0 to 1.5 mt. depth

Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing (as per earth work statement) (b) 1.5 mt. to 3.0 mtr. Depth

Dressing and preparation of sub grade for side slopes. Side slopes=

Laying 1:3 (cement: water) cement slury with cement @ 2.25 kg per sqmt prepared bed & side slope before laying concrete

Providing and laying cement conrete lining 60 mm. thick or less manually for irrigation channels using cement concrete (M-15) mixed in Automatic Computerized Batching and Mixing Plant and Transported to the site in Transit Mixers, including supply, carriage, loading & unloading of material complete in all respect as per design/drawing and PWD specifications. ( on side slopes vertical height up to 3.50 mt.)

Providing and laying cement conrete (M-15) for coping mixed in automatic computerized batching and mixing plant and transported to the site in trnsit mixers including supply, carriage loading & unloading of material complete in all respect as per design/drawing PWD specifications

Providing and laying cement concrete (M-15) sleeper in bed and side slopes below the joints of concrete lining mixed in automatic compueterized batching and mixing plant and transporated to the site in transit mixers including supply carriage, loading & unloading of material complete in all respect as per design/ drawing and PWD specification

Dag Beling single kassi stroke minimum 7.5 cm. depth complete in all respect as per design/drawing and PWD specifications

Filling of constrction joints sealing compund including supply carriage of material complete in all respect as per design/drawing and PWD specifications for 60 mm thick slab of lining

Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications

Extra for Bitumen Paining @0.69 Kg per sqmt.

Filling expansion joints with special impervious hot pour 12.5 mm wide including supply, carriage of material complete in all respect as per design/drawing and PWD specifications For 60 mm thick slab of lining

Providing and laying LDEP 150 micron over sleeper on construction joints and expansion joints complete in all respect as per design/drawing and PWD specifications

Construction of all Out-lets of Nadampur Distributary System (a) Petrol Bank side

Construction of all Out-lets of Nadampur Distributary System (b) Non Petrol Bank side

Ordinary distance marks (km stone) after every 1000 feet interval

NARESH KUMAR DUGGAL

HEM RAJ CONTRACTOR

ASHOK KUMAR BANSAL GOVT CONTRACTOR

SUPER INDUSTRIAL CORPORATION