Rehabilitation of Dhanauri Feeder by Concrete Lining from RD 27463 to 52625 offtaking at RD 466025 R of BML including Pucca Structure.

Amount

Ordinary jungle clearance of both banks of distributaries, minors and drains with discharge upto 9 cs including boundary road Discharge exceeding up to 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 avg Disposal/carraige from 0 upto 450m

Extra for Carriage of Earth/Soil beyond 450 m but upto 1 KM with hydraulic tractor & trolly (Katcha)

Extra for Carriage of Earth/Soil beyond 450 m but upto 1 KM with hydraulic tractor & trolly (Pucca)

Extra for Carriage of Earth/Soil beyond 1 KM but upto 10 KM with hydraulic tractor & trolly (Katcha) (For Every KM)

Extra for Carriage of Earth/Soil beyond 1 KM but upto 10 KM with hydraulic tractor & trolly (Pucca) (For Every KM)

Extra for Carriage of Earth/Soil beyond 10 KM with hydraulic tractor & trolly (Katcha) (For Every KM)

Extra for Carriage of Earth/Soil beyond 10 KM with hydraulic tractor & trolly (Pucca) (For Every KM)

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 75mm 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 loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) (for bed & Side Slope)

Cement concrete lining 75mm 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 loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping

Cement concrete lining 75mm 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 loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Sleeper

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

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

Dismantling Tile/Brick lining

Dressing of dowel along water carring channel in addtion to payment for dressed earth work

Earth Work involved in dismantling of outlet ’H’ upto 0.50 mt

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

Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976

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

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

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.

RCC M20 for slab

Extra labour for dressing of bricks for outlet with ‘H’ upto .5 mtr

First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.

12.50 mm thick cement plaster 1:4

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. (Rehandling of E/Work)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. Mechanical Means depth upto 3Mtr

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete M-20 in sub structure complete as per drawing and technical specifications.with batching plant transit mixer and concrete pump

Plain/Reinforced cement concrete M-25 in sub structure complete as per drawing and technical specifications.with batching plant transit mixer and concrete pump

Cold twisted deformed (Ribbed/tor steel bar) bars Fe-500 grade as per IS-1786-2008 for RCC works including supply carriage loading and unloading and bending, binding and placing in position complete in all respects.

Laying/Dumping stone/Bajri (In Jharies)

Dismantling of Brick work in cement sand mortar/lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)

Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering i/c cost of neat coat of cement disposal of rubbish to the dumping ground within 50 m lead.

Cement Concrete 1:2:4 complete in all respect.

Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface

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

Painting New letters and figures on black synthetic enamel paint to an even shade on surface

Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge

Making arrangement for lifting of RCC slab with JCB, sleepers, gutka including labour charges at site of work. (Non Schedule)

Cement concrete 1:4:8 (b)With stone aggregate 40mm gauge (2)mixing by mechanical means using concrete mixer volumetric type

Centering and shuttering for columns (Square or rectangular )

10 mm thick Cement Plaster 1:4

Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)

RAJ KUMAR CONTRACTOR (BID ID -602355)

NARESH KUMAR DUGGAL (BID ID -601675)

SUKHDEV SINGH CONTRACTOR (BID ID -602316)

JASWINDER SINGH CHAHAL GOVT CONTRACTOR (BID ID -602290)