Road cut for making connection of water supply pipe line at Shiv Colony to Sunderpur Tubewell under Provincial Division No.1, PWD B and R, Kurukshetra

Amount

Granular Sub-Base with Close Graded Material· (Table:- 400-1) Plant mix method Construction of granular sub-base ( 110mm thick) by providing Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specificationsGrading Ill material (HSR 17.14.3)

Providing & laying 150 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 (Based on 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. (HSR-17.15.3)

Providing and laying 150mm thick Water bound macadam grading I with crushable screenings providing laying spreading anf compacting stone aggregates of specfic sizes to water bound macadam specification inculding spreading in uniform thickness hand packing rolloing with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber applying and brooming requisite type of as per technical clause 404 of MORT&H. Grading III material (HSR-17.22.3)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (100mm thick ) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-1 0 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)

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)

Dense Graded Bituminous Macadam 70 mm thickness (Grading II) 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 (HSR 17.30.2)

Bituminous Concrete 40mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 40 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 (HSR 17.31.2)

Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 1 OOmm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 Unreinforced Vaccum Concrete Pavement (HSR 17.71) (205x0.90= 184.50x80%) = 147.60

Providing and Laying 80 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect (HSR 17.69.2) (taken 20% as new blocks)

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. (Use Excavated earth)(HSR 17.7)

Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rolling (HSR 17.8.1)

Extra for watering the earth/fly ash laid in 20 cm layers as per specification (HSR-17.8.2)

Extra for rolling to specification (HSR-17.8.3)

THE ABHISHEK COOP LABOUR AND CONSTRUCTION SOCIETY LTD

THE AVISH COOPERATIVE LABOUR & CONSTRUCTION SOCITY LTD KURUKSHETRA