KAKRALA RD 0 TO 18665

Amount

Items for Concrete Lining :- Ordinary jungle clearance of both banks of distributaries, minors and drains with discharge upto 9 cs including boundary road(Discharge upto 1.5 cum/s)

Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters 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 meters.

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 sections, including all lift and combined lead up to 30 mtr.

Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location with all lifts and leads disposal/carriages avg leads 5.55 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 )

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (0 to 1.5 mtr depth)

Dressing and preparation of sub grade for side slopes.

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

Cement concrete lining 75 mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loading and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) (for bed & Side Slope)

Cement concrete lining 75 mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loading and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping

Cement concrete lining 75 mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loading and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Sleeper

Filling of construction/contraction joints sealing compound including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications

Extra for Bitumen Painting @ 0.69 kg per Sqmt. supply carriage of material complete in all respect

Providing & laying 150 micron Polyethene Sheet over sleeper

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

Items for outlets (Patrol / Non Patrol) : Earth Work involved in dismantling of outlet ’H’ upto 0.50mt.

Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt.

Adjusting new APM block in correct ‘y’ and fixing in position

C.C. 1:4:8 with brick ballast 40 mm gauge

Brick masonry in 1:4 CSM

RCC M20 for slab

Bending binding and placing in position CTD bars Fe 500

Extra labour for dressing of bricks for outlet with ‘H’ upto 0.50 mt

Item for Boundary pillars :- Laying R.C.C. 1:2:4 (M-15) batch mixed with stone ballast or shingle

Bending binding and placing in position steel reinforcement 10mm dia bars

Item for Distance marks :- Laying R.C.C. 1:2:4 (M-15) excluding steel reinforcement but including centering and shuttering and vibrating concrete.

Cement concrete 1:3:6 (M-10) with stone ballast or shingle i/c supply and carriage of material at site of work complete in all respect.

Bending binding and placing in position steel reinforcement 10mm dia bars

BHUPESH MITTAL CONTRACTOR

R K ENGINEERS