Rehabilitation of Jalandhar Disty Ds fall at RD 114500 to Us fall at RD 149000 by concrete lining M15 concrete mix, mixed in automatic batching and mixing plant, carried to side of work in transit mixers and laid with Paver Manually with specifie

Amount

Ordinary Jungle Clearance of both banks of running distributaries minors and drains with discharge upto 9 cum /s including boundary road B) Discharge exceeding 1.5 cumecs but upto 4.5 cumecs (any Type)

Excavation in soil using hydraulic Excavator and CK-90 with upto 60 mtr i.e cutting & loading in trolley trimming bottom and side slopes in accordance with requirement of grades and cross section & transportation to the embankment location with all lifts and lead complete in all respect as per specification and direction of Engineer in Charge.

Earth work excavation in foundation & Trenches etc. in all kind of Soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and side of trenches stacking the excavated soil clear from the edge of excavation complete in all respect as per specification & direction of engineer in charge.

Excavation in soil (any type) using hydraulic JCB and hydraulic tractor trolly upto 12.88 kmtr ( Ist 0.450 Km Katcha and 9.80 Km Pacca and last 2.63 km Katcha along bank of canal (good earth from outside Borrow pit including cutting and loading and trolley with all leads and lifts along Kacha Bank/Pakka Bank complete in all respect as per specification and Engineering Charge. (good earth)

Extra for laying earth work as per specifications for compaction in 20 cm layers and dressing but including cost of rolling and watering as per specifications complete in all respect as per PWD specification and Engineer in Charge.

Dressing of earth work complete in all respect as per PWD specification and Engineer in Charge.

Earth work for lip cutting for lining of channels inclusive of all allowances leads (as per earth work statement complete in all respect as per PWD specification and Engineer in Charge. Qty as per calculation sheet A 0-1.5 m depth.

B Depth exceeding 1.5 m upto 3 m.

Dressing side slopes and preparation of sub grade for lining complete in all respect as per specification and direction of Engineer in Charge.

Cement water slury 1:3, with cement @2.25 kg per sqm as on prepared side slope before laying concrete on side slopes including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge

Providing and laying Cement concrete (M15) for toe wall mixed in automatic computerized batching and mixing Plant and transportation to the site in transit mixers including supply and carriage & loading unloading of all material complete in all respect as per specification and direction of Engineer in Charge.

Providing and laying Cement concrete lining 10 cm thick or less with mechanical paver for irrigation channels, using cement concrete (M15) mixed in automatic computerized batching and mixing Plant and transported to the site in transit mixers including supply and carriage & loading unloading of all material complete in all respect as per specification and direction of Engineer in Charge.

Providing and laying Cement concrete lining 10 cm thick or less manually for irrigation channels, using cement concrete (M15) mixed in automatic computerized batching and mixing Plant and transported to the site in transit mixers including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.

Providing and laying Cement concrete (M15) for coping mixed in automatic computerized batching and mixing Plant and transported to the site in transit mixers including supply and carriage & loading unloading of all material complete in all respect as per specification and direction of Engineer in Charge.

Providing and laying Cement concrete (M15) for Sleeper in bed and Side Slopes below the joints of Concrete lining mixed in automatic computerized batching and mixing Plant and transported to the site in transit mixers including supply and carriage & loading unloading of all material complete in all respect as per specification and direction of Engineer in Charge.

Dag belling with single kassi stroke min. 7.5 cm depth complete in all respect as per PWD specification and Engineer in Charge.

Making temporary sirki sarkanda godown 3m x 3m size with walls 2.5 m high 1.5 brick thick burnt brick (excluding cost of bricks) but including cost of other materials.Complete in all respect as per specification & direction of Engineer in

Filling expansion joints with special impervious hot pour 12.5 mm wide including s/o, c/o and loading unloading complete in all respect as per specification and direction of Engineer in Charge.

Providing and laying LDPE 150 micron over sleeper on construction joints and expansion joints complete in all respect as per specification.

Applying priming coat & on concrete surface of construction joint and bed sleeper including supply and carriage of all material complete in all respect as per specification and directions of Engineer in Charge.

Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per specification and directions of Engineer in Charge.

Filling of Construction Joint with Sealing Compound including Supply and carriage all material complete in all respects

Providing and laying, fixing and jointing PVC pipes as per ISI 4985 along the trenches and laying the same in tranches to correct alignment, gradient, Cutting jointing and testing complete as per specification. 75 mm (3”)o/d pipe of 6kgf/sqcm

Providing and laying, fixing and jointing PVC pipes as per ISI 4985 along the trenches and laying the same in tranches to correct alignment, gradient, Cutting jointing and testing complete as per specification. 110 mm (4”)o/d pipe of 6kgf/sqcm

Providing and laying, fixing and jointing PVC pipes as per ISI 4985 along the trenches and laying the same in tranches to correct alignment, gradient, Cutting jointing and testing complete as per specification. 160 mm (6”)o/d pipe of 6kgf/sqcm

Providing and laying, fixing and jointing PVC pipes as per ISI 4985 along the trenches and laying the same in tranches to correct alignment, gradient, Cutting jointing and testing complete as per specification. 200 mm (8”)o/d pipe of 6kgf/sqcm

E.W. dismantling or construction of new pipe or barrel type outlet (including refilling, consolidation and type dressing) channel discharge up to 1.5 cumsec E.W. dismantling or construction of new pipe or barrel type outlet (including refilling, consolidation and type dressing)

M/S ASHOK KUMAR CONTRACTOR

MS GARGA ASSOCIATES

RAJINDER SINGH CONTRACTOR

GURINDER PAL SINGH CONTRACTORS