BANUR RD 82603 HAUDIES

Amount

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 Basic Rate

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 3Mtr to 6 mtr Basic rate

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 above 6 mtr Basic rate

Compaction of Earth extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling & Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction & Extra for rolling to specifications.

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

Laying plane/ Reinforcement cement concrete in sub-structure complete as per drawing and technical specification PCC Grade M-15.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M-20 with Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M-25 with Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M-30 with Batching Plant, Transit Mixer and Concrete Pump

Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications

Cement concrete lining 75mm. thick or less laid manually 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(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Side Slopes bed & Sleepers)

Cement concrete lining 75mm. thick or less laid manually 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(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Coping Only)

Dressing side slopes and preparation of sub grade for lining

Dressing of Earth work ( NEW)

Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing .From 0 – 1.50 mtr

Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing .From 1.50 – 3.00 mtr

Filling expansion joint with sealing compound complete in all respect.

Extra bitumen painting at 0.69 Kg. per Sqm.

Polythene films/ sheet of 100,125, 150, 200,250 micron

Putting1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slops before laying concrete on bed and side slopes

Bending and fixing iron rungs on lined slopes as per IS code:; 3873-1993

Supply of Sheet Piles On Rental Basis.

Sheet Piles Transportation Charges for Our Yard To Your Site & Return To Yard

Vibro Hammer with Excavator Transportation Charges for Our Yard To Your Site For Driving The Sheet Piles

Vibro Hammer with Excavator Transportation Charges for Your Site To Our Yard After Driving The Sheet Piles

Vibro Hammer with Excavator Transportation Charges for Our Yard To Your Site For Removing The Sheet Piles

Vibro Hammer with Excavator Transportation Charges for Our Yard To Your Site After Removing The Sheet Piles

Supply of Cranes 3 Tonnes

Supply of Diesel for Vibro Hammer

Supply of MS Pipe 1200 mm dia 16 mm thickness

Supply of MS Pipe 1500 mm dia 20 mm thickness

Supply of MS Pipe 1700 mm dia 22 mm thickness

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

Laying plane CC M-7.50 with stone ballast of size 40mm including supply carriage, loading and unloading of material as per PWD specifications.

First class burnt brick work laid in cement sand mortar 1:4 in foundations & plinth

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Cold twisted detormed (Ribbed/ ToR Steel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete

Extra labour for dressing of bricks for outlet with ‘H’ upto o.50 mt

Earth work for dismentalling or construction of new pipe outlet including Excavation, refilling, consolidation and dressing channel discharge upto 1.5 cum

Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.

Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation,refilling, consolidation and dressing )

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 (0.25 ft= 7.6 cm (min wt 68 kg))

JASKARAN SINGH GILL CONTRACTORS