ESTIMATE FOR RECONSTRUCTION OF CROSS REGULATOR AT RD 416000 OF SIRHIND FEEDER

Excavation of soil using hydraulic excavator and hydraulic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and leads with disposal/carriage upto 450 m

Cement concrete 1:3:6 mixing by mechanical means using concrete mixer volumetric type

Reinforced Cement Concrete M-20 with Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per Drawing and Technical Specifications (height upto 5 mtr depth)

Reinforced Cement Concrete M-25 with Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per Drawing and Technical Specifications upto 5 meter

Reinforced Cement Concrete M-25 with Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per Drawing and Technical Specifications upto 5 meter

laying rcc m25 in super structure

Filling of expension joint with special impervious hot pour 12.5 mm wide including supply and carriageall material complete in all respect

Filling shingle in Barrier around PCC blocks of size 450 x 450 x 300

PCC blocks of size 450 x 450 x 300

Structural steel work in angles/tees ,cutting, fixing all gusset plates,bolts,nuts,rivet etc with hoisting and ercting in position for roof truss well curbs plate girders et of any kind of span for building for bridges upto 15m span

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications

Making bore and installation of pumping set for dewatering arrangements arrangements inclusive of running, operation and maintenance of equipment to provide dry condition at working place for lining, longitudinal /transverse drain etc & provision of digging & filling of drains for disposal of water as per the instructions of the Engineer incharge. The rate shall be inclusive of filter material, if required, to be provided to prevent fine particles in the adjacent ground to be carried away by flowing water and to prevent clogging of the system. Making Bore & installation of pumping set for dewatring arrangement complete in all respect

Providing Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects.

Providing tractor 24 HP for running 4*4 pumping set for open dewatering

Filling expansion joints with special impervious hot pour 12.5mm wide

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 yard

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

CHAPTER NO. 8 DISMANTLING (8.5) Dismantling brick work tile, masonry or tile lining ((b)) In cement Dismantling existing Brick piers of x-Regulator of Sirhind Feeder including loading, unloading, carriage and disposal of dismantled materials with all leads and lifts

(8.6) Dismantling concrete ((c) ) Cement concrete plain 1:3:6 mix Dismantling cement concrete 1:3:6 on Bottom of crest Sirhind Feeder including loading & unloading, carriage and disposal of dismantled material with all leads & lifts.

Dismantling concrete Cement concrete plain 1:3:6 mix

Dismantling brick work tile, masonry or tile lining in cement

Rehandling of Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

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

Extra for dressing dowels complete in all respects , as per drawings, design,specification and the instruction of 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 :- (a) 0 to 1.5 m depth

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-depth exceeding 1.5 ms but upto 3.0 ms.

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing depth exceeding 3.0 ms but upto 4.5 ms.

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressingdepth exceeding 4.5 ms but upto 6.0 ms.

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 Slope

supply and laying first layer of gradede filter with coarse sand, F.M 1.5 or above against sub grade or damaged portion/patch including,unloading, and carriage of coarse sand from approved quarry grading material and compaction in bed,side slopes etc. complete in all respects ,as per drawings ,design,specification and instruction by in engineer incharge 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 side slope

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.) 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.side slope

Supply and laying of HDPE Geomembrane 750 Micron thickness for Bed & side slope 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 & side slope 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 150X10 mm for use in construction jonts, complete in all respects as per drawings, design, specifications and the instructions of the Engineer 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 OPCCement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km (a) Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m.

Providing and laying (in position) design mix concrete M-15 using OPC 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 mixdesign 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 OPC 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.

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. OPC Cement

Jungle clearance on running canal with discharge more than 9 cum/s, ,Medium

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.

Dismantling brick work tile, masonry or tile lining cement'

Earth work in excavation in foundations 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 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 metres.

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 side slope

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.

Supply and laying second layer of filter material with graded gravel 20 to 40 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.) Bed

Supply and fixing PVC tees for 6inch dia pipes complete in all respect

CHAPTER NO. 28 WATER SUPPLY (13) Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (xxiii) 160mm o/d PVC pipe of 4 Kgf. / sqcm

Any other item

BALRAJ SINGH CONTRACTOR