ESTIMATE FOR RECONSTRUCTION OF CROSS REGULATOR AT RD 386325 OF SIRHIND FEEDER and HEAD REGULATOR OF LAMBI DISTY

PCC 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type.

Reinforced Cement Concrete M-20 with Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per Drawing and Technical Specifications Special lining above 2 meter upto 5 meter depth

Laying Plain/Reinforced cement concrete M-25 mixed in Batching & Mixing Plant and transported to the site, complete in all respects.(Height upto 1.50m from bottom)

Providing & Laying Plain/Reinforced cement concrete M-25 mixed in Batching & Mixing Plant and transported to the site, complete in all respects.(Height above 5m)

Laying RCC M-25 in SuperStructure

Filling expansion joints with special impervious hot pour 12.5 mm wide including supply and carriage all material complete in all respect.

Filling shingle in Barrier around PCC blocks of size 450 x 450 x 300 (Qty of Blocks)

Filling shingle in Barrier around PCC blocks of size 450 x 450 x 300 (Qty of shingles)

Graded Filter

Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts,nuts, rivets etc. with hoisting and erecting in position For roof truss, well curbs, plate girders etc.of any span for building for bridges upto15M span

Back Filling behind abutment, wing wall and return wall complete as per drawing and techinical specification (CSR Item 21.36)

HYSD (Ribbed/ Tor Steel Bar) Bars Fe-500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.

Making Bore & installation of pumping set for dewatring arrangement complete in all respect. @ Rs. .

Providing running & maintenance of pumping set 8 H.P/Generator set for dewatring arrangement complete in all respect. @ Rs.

Providing Tractor 24 H.P. for running 4” x 4” pumping set for open dewatering

Providing & Filling expansion joint with gun grade polysulphide sealant of size 12mm x 12mm on top with base of backer rods including primer complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.

Supply of hot Rolled U-Type Sheet Piles (GU-20N) 12.2 mm thick and 600mm wide @ 135.20 kg/sqm on Rental basis including labour for driving and extracting the sheet piles

Sheet piles transportation charges from yards to site of work and return to yards

Vibro hammer with excavator transportation charges from yard to site and return to yard

Supply of Cranes 3 tonnes

Supply of Diesel for vibro hammers

Dismantling existong brick piers of X Regulator of sirhind feeder & Head Regulator of lambi disty including loading, unloading carriage & disposal of dismantled material with all lead & lift.

Dismantling cement concrete 1:3:6 on bottom of crest of sirhind feeder & head regulator of lambi disty including loading & unloading, carriage & dispaosal of dismantled material with all lead's & lift.

Dismantling cement concrete 1:3:6 Lining on left and right side bank of Sirhind Feeder/Rajasthan Feeder including loading & unloading, carriage and disposal of dismantled material with all leads & lifts.

Earth work Excavation undressed for laying on bed, inner slopes, left and right side bank dowels and outer slopes of channels including breaking of clods, all leads & lifts, loading & unloading, carriage with lead more than 450 m, compensation of earth & royality etc. complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge. The source of earth is to be arranged by the agency/Contractor himself.

Excavation in soil (any type) using Hydraulic excavator and tippers with disposal up to 450 metres. Excavation in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes and transporting to lead up to 450 metres complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.

Rehandling of Earth work with average lead 15 metres complete in all respect, as per instructions of the Engineer incharge. NOTE: The work may be executed manually or by machinery.

Extra for dressing of earth work complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge .

Extra for dressing of dowels complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.

Extra for laying earth as per specifications for compaction in 200 mm layers & compacted to about 150 mm, watering, rolling and compaction to achieve maximum DBD of 98% at optimum moisture content including dessing complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge i) Depth 0 to 1.50 Meter

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge ii) Depth exceeding 1.50 meters But up to 3.00 meters.

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge iii) Depth exceeding 3.00 meters. But up to 4.50 meters.

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge iv) Depth exceeding 4.50 meters But up to 6.00 meters.

Dressing and preparation of sub grade (in earth work) for lining complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge i) Bed

Dressing and preparation of sub grade (in earth work) for lining complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge ii) Side Slopes

Supply and laying first layer of graded filter with coarse sand, F.M. 1.5 or above against sub grade or in damaged portion/patch including loading, unloading and carriage of coarse sand from approved quarry, grading of material and compaction in bed, side slopes etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge i) Bed

Supply and laying first layer of graded filter with coarse sand, F.M. 1.5 or above against sub grade or in damaged portion/patch including loading, unloading and carriage of coarse sand from approved quarry, grading of material and compaction in bed, side slopes etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge ii) Side Slopes

Supply and laying second layer of filter material with graded gravel 5 to 20 mm including loading, unloading and carriage of material from approved quarry, grading of material and compaction in bed, side slopes etc. complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge. i) Bed

Supply and laying second layer of filter material with graded gravel 5 to 20 mm including loading, unloading and carriage of material from approved quarry, grading of material and compaction in bed, side slopes etc. complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge. ii) Side Slopes

Supply and laying of HDPE Geomembrane 750 Micron thickness textured type for Side slopes as approved by engineer in charge pasting on both faces,, including laying in position,anchorage, carriage to site, jointing/welding etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge .

Supply and laying of HDPE Geomembrane 750 Micron thickness for Bed as approved by engineer in charge pasting on both faces,, including laying in position,anchorage, carriage to site, jointing/welding etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge .

Filling expansion joints with special impervious hot pour 12.5mm wide

Supply of PVC water stop 150 x 10 mm for use in construction joints, complete in all respects as per drawings, design specification and the instruction of the engineering in charge.

Supply and fixing in bed PVC Pressure Relief valve in plate & socket type design having zero backwater leakages with housing pipe of nominal outer dia 160 mm (working presure 0.4 MPa), having length of 430 mm and strainer pipe of nomial dia 110mm (working presure 0.6 MPa), complete in all respect as per design, drawing & specifications & the instructions of the Engineer incharge.

Providing and laying (in position) design mix concrete M-15 using Cement content not less than minimum Cement as specified in I.S.456:2000 manufactured in fully automatic batching plant and transported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100mm thick including cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves and inserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloading of all materials, curing, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. i) In bed & curved portion.

Providing and laying (in position) design mix concrete M-15 using Cement content not less than minimum Cement as specified in I.S.456:2000 manufactured in fully automatic batching plant and transported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100mm thick including cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves and inserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloading of all materials, curing, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. ii) In side slopes up to 3.50 Mtr Height.

Providing and laying (in position) design mix concrete M-15 using Cement content not less than minimum Cement as specified in I.S.456:2000 manufactured in fully automatic batching plant and transported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100mm thick including cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves and inserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloading of all materials, curing, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. iii) In side slopes from 3.50 Mtr. to 5.50 Mtr Height.

Providing and laying (in position) design mix concrete M-15 (using cement content not less than minimum cement as specified in I.S.456:2000) manufactured in fully automatic batching plant and transported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 150mm thick including cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves and inserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloading of all materials, curing, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. Coping.

Manufacturing and laying on bed, sides & curved portion, precast cement concrete sleepers of M-15 concrete, 225 mm wide & 110 mm thick and upto 600 mm length including supply, carriage, all leads and lifts,loading and unloading of all materials,curing,complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.

Supply and fixing in side slopes PVC Pressure Relief valve in plate & socket type design having zero backwater leakages with housing pipe of nominal outer dia 160 mm (working presure 0.4 MPa), having length of 750 mm and strainer pipe of nominal outer dia 110mm (working presure 0.6 MPa), complete in all respect as per design, drawing & specifications & the instructions of the Engineer incharge.The rate shall be inclusive of dismantling existing lining(if required), excavation of PRV side pocket and disposal of dismantled material/earth with all leads and lifts, supply, carriage, loading & unloading, laying & compaction etc. of filter material consisting of sand and gravels complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge.

Making drainage arrangements behind lining by excavating longitudinal drains of trapezodial section in the bed of channel and disposal of earth with all leads & lifts, loading & unloading, dressing the bottom and sides of the drain, and the items given below complete in all respects as per drawings, design, specifications & the instructions of the Engineer incharge :

Making drainage arrangements behind lining by excavating longitudinal drains of trapezodial section in the bed of channel and disposal of earth with all leads & lifts, loading & unloading, dressing the bottom and sides of the drain, and the items given below complete in all respects as per drawings, design, specifications & the instructions of the Engineer incharge :

Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications.

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

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.50 to 3.00 mtr depth.

Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side 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 a lead of 30 metres.

Laying 1st class brick lining 75 mm thick laid in 1:3 CSM over 10 mm thick cement Plaster 1:3 over 12.5 mm thick cement plaster 1:5 over dressed sub grade (for side slopes) including supply carriage, loading and unloading of material from source to site of work complete in all respects as per PWD specification.

Laying 1st class brick on edge coping 229 mm wide and 115 mm thick in cement sand mortar 1:3 complete in all respects as per PWD specification.

Extra allowance for providing templates in curved portions of lining.

Any other item

RAJINDER SINGH CONTRACTOR