Widening and Strengthning work on Daderu Moti Jheel Road Two Lane With Paved Shoulder

Amount

Excavation for road work in soil with Hydraulic excavator including cutting and loading 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.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Cartage 3 Km.

Construction of embankment with approved material deposite at site from road side cutting and excavation from drain and foundation of other structures graded and embankment to be in 20 cm. layers including ramming and dressing the surface to required compacting to meet requirement compacted to meet requirement of table 300-2.

Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and Compaction to be in 20 cm. layers including remming and dressing the surface to required compacting to meet requirement compacting to meet requirement of table 300-2.

Construction of granular sub-base (Grade-1) in providing well graded Material, mixing in place mathod 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 clause 401

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. (Ref. to Mort&H Specification No.406)

Providing, laying and spreading of Stablized graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement and 3.5% Emuslion in unform single layer on sub-base /subgrade and compacting with the road roller to achieve the desire density.

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying 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 @ 4.5 per cent 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 as per MoRTH specification clause No. 505 complete in all respects.

Providing and laying 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 @ 5.40 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 MORTH specification clause No. 507 complete in all respects

Plain cement concrete 1:3:6 nominal mix with crushed stone aggregate 40 mm nominal size mechnically mixed

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications M25 using batching plant transit mixer & Concrete pump

M.S.(tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe 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 works in head walls and parapets .

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications

Plastering with cement mortar (1:3) on brick work in sub-structure as per technical Specifications.

Plain / Reinforced Cement concrete complete as per Drawing and Technical Specifications (M-15)

amit kumar contractor (BID ID -4839219)

HANSRAAJ CONSTRUCTIONS PVT LTD (BID ID -4843248)

M/S CHAUDHARY ASSOCIATES (BID ID -4842315)

M/S ARYA CONSTRUCTION CO. (BID ID -4843892)