Widening and Strenthening of Rura Shivli Road (ODR) from Km 1(700) to 19(300) Length 18.00 Km.) in District Kanpur Dehat

Amount

Excavation for roadway in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and laoding in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 m. As per MORT&H specification clause 301.

Construction of embankment with approved material obtained from borrow pits with all lifts leads transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-2. As per MORT&H specification clause 305.

Construction of embankment with approved material Deposited at site from roadway Cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300-2. As per MORT&H specification clause 305 (Compation Only).

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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting graded stone aggregate to water bound macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mix 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. As per MORT&H specification clause 406.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam with 3.50% emulsion (S.S.-2) & 1% cement (OPC) specification including premixing the material with water at OMC in mecahnical 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 compacitng with vibratory roller to achieve the desired density.

Providing and laying dense grade bituminous macadam with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous (VG-40) @ 4.5 pecent by weight of total mix and filler, transporting to hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling wiht smooth wheeled, vibratory and tandem roller to achieve the desired compaction as per MoRTH specifications clause 507 complete in all respects.

Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30 Kg. per square metres on the prepared bitumenous / granuler surface cleaned with mechanical broom. As per MORT&H specification clause 503.

Providing and laying bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bitumenous binder (VG-40) @ 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 as per MoRT&H specification Clause 509 complete in all respect.

Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per MORT&H specification clause 2100.

Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing. As per MORT&H specification clause 1300.

Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification Clause 614, 709, 1204.3.7 fix as per standard (sl no 730)

Providing (M 25 Grade) concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 1500, 1700 & 2100

Supplying, fitting and placing HYSD Bar reinforcement in sub structure complete as per drawing and technical specification 1600 & 2200.

Providing (M 20 Grade) concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 1500, 1700 & 2100

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204

Filling Brick bats as filler material between road crust and abutment.

Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead upto 50 mtr. and lift upto 1.5 mtr. excluding cost of sand as per SI No. 255.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. As per MORT&H specification clause 1300.

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302.

Providing and laying stone boulder (40 to 60 Kg.) pitching on slopes laid over prepared filter media as per drawing and technical specification clause 1302.

Providing and laying reinforced cement concrete pipe 1000 mm dia NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry.

Reinforced Cement Concrete (M-15) in Open Foundation complete as per Drawing and Technical Specifications 1500, 1700 & 2100.

DELTA ERECTORS PVT LTD

SURAJ BUILDER INDIA PVT. LTD.

ABHISHEK ENTERPRISES