Covering Jhajjar link drain with RCC (Box) with Retaining wall from RD 5150 to 16500 and construction of road along the Drain

Amount

Earthwork Excavation in foundation and plinth HSR 4.12

Preparing watering & ramming surface for laying concrete HSR 14.2

Centering and shuttering for faces of concrete foundation and foundation beam HSR 6.29.1

Centering and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttresesetc HSR 6.29.2

Centering and shuttering for faces of lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick HSR 6.30.21

Design mix cement concrete of grade M-15 HSR 6.22.2.2

Design mix cement concrete of grade M-25 below plinth level HSR 6.25.1

Design mix cement concrete of grade M-25 above plinth level HSR 6.25.2

Cold twisted deformed (ribbed/tor steel) bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete HSR 6.33.3

PVC water seal for expansion joint NS item

Sub Drainage system NS Item

Earthwork Refilling HSR 4.33

Soil Stablisation NS Item

Extra Rate for Qty of work executed in or under foul position including pumping out water as requaired HSR 4.30.2

Supplying, Erecting , Commissioning of Submersible motor pumping set non clog for sewerage having head 20 mtr as per ther indicated requirement of discharge of 10cs HSR 21.108.64

Providing of 600 mm DI pipe HSR 20.63.10

Laying of 600 mm DI pipe HSR 20.63.10

Credit of Pumping Set(90% of material rate)

Credit of DI Pipe ( 90% of material rate)

Credit for earthwork

Providing & laying 260 mm Granular Sub-Base with Coarse Graded Material - Grading-I (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORT&H specifications. Grading I material (HSR 17.15.1) Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by the engineer

Providing, laying 75/150 WBM (G-II) 53 mm to 22.4 mm (75 mm each layer) , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (HSR 17.23.2) ( 2 layer 75 mm each

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications Wet Mix Macadam (HSR 17.24)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications

Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications (HSR 17.26.2)

Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) (HSR 17.30.2) ( 2 layer 75 mm and 1 layer 50 mm = 200 MM thick

Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP (HSR 17.31.2)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.as per technical clause 305 of MORT&H specifications (HSR 17.7)

Eartwork refilling HAR 4.33

Dismentalling of single layer brick lining in cement mortar

Providing and laying of Hot thermoplastic compound 2.5 mm thick reflectorising glass beads HSR 34.26

Credit for Brickwork

jain construction co.

Satya Parkash and Bros Pvt Ltd

M/s Hisar Construction Company

PARUL CONSTRUCTION COMPANY

KALUWALA CONSTRUCTION PRIVATE LIMITED