Rehabilitation of Kartarpur Minor at RD 0-29000 by concrete lining M15 concrete Mix, mixed in automatic batching and mixing plant, carried to site of work in transit mixers and laid manually specified thickness.

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 upto 1.5 cumecs

Excavation in soil using hydraulic JCB and Hydraulic Tractors Trolley with upto 60 mtr i.e cutting & loading in trolley trimming bottom and side slopes in accordance with requirement of grates and cross section & transportation to the embankment location with all lifts and lead

Excavation in soil (any type) using hydraulic JCB and hydraulic tractor trolly upto 9.11 kmtrs ( 0.200 km Katcha & 6.70 km Pacca last 2.11 Km Katcha ) I/C cutting and loading and trolly with all leads and lifts along Kacha Bank/Pakka Bank complete in all respect as per PWD specification and Engineering Charge. (good earth)

Extra for laying earth as per specification for compaction in 20 cm layers and dressing including the cost of rolling and watering as per PWD specification

Dressing of E/W

E/w excavation in foundation & trenches etc.

E/W for lip cutting for lining of irrigation channels inclusive of all allowances leads & dressing (as per E/W statement) a) 0-1.5 mtr, depth

b) depth exceeding 1.5 mtr up to 3 mtr

ressing of Side Slopes and preparation of Sub grade for lining complete in all respect as per PWD specification and 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 & laying 10 cm thick or less cement concrete lining with concrete lining M15With concrete mix, mixed in automatic Computerized batching and mixing plant, carried to side of work in transit mixers and laid Manually with specified thickness 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 PWD specification and Engineer in Charge.

Providing and laying Cement concrete (M15) sleepers 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 PWD specification and Engineer in Charge.

Dag belling single Kassi stroke

Making temporary Sirkiser kanda go down 3mx3m size with walls 2.5 mtr height 1.5 brick thick burnt brick but including the cost of other materials

Filling expansion joints with special impervious hot pour 12.5 mm wide including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge

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

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 PWD specification

Filling of construction joint with sealing compound including supply and carriage of all material complete in all respect as per PWD specification.

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

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

110 mm (4”)o/d pipe of 6kgf/sqcm

160 mm (6”)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 exceeding 3 cumecs but up to 6 cumecs

RAKESH KUMAR GOVT CONT

MANMOHAN SINGH CONTRACTOR

Deepak Kumar Beetan