Widening of Lucknow-Azamgarh - Baliya Rd (SH-34) Chainage 85.250 to Chainage 88.720 ( Amahat Chauraha to Bus station Urban Portion to Four lane in Sultanpur District.

Amount

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 1000m

Construction of granular sub-base (GSB) by providing close 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

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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.

Providing, laying, spreading of graded stone aggregate (wet mix macadam) 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% emulsion in uniform single layers on sub- base / Sub grade and compacting with road roller to achieve the desired density..

Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. As per MORT&H specification clause 503.

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 @ 5.4 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 MORTH specification clause No. 509 complete in all respects

Construction of Divider in Abadi Portion Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 1000m

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.

Painting twoCoat after the surface with Primer synthatic enamal paint and Technical Specification. As per direction of E/I,As Per S.I.N0=(644+643)

Supplying and fixing PVC pipe for elecrical cable as per drawing and Technical Specification. As per direction of E/I,

Extention of Hume Pipe Culverts.(3 Nos) Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 1000m

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.

Brick masonry work in 1:4 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications as per Spe.

Struck pointing 1:2 in cement and fine sand mortar as per Spe.

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

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.

Nodal /Junction Point Grade correction of emerging/branching Roads. Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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.

Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. As per MORT&H specification clause 503.

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 @ 5.4 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 MORTH specification clause No. 509 complete in all respects

Construction of sub-grade and earthen shoulders(Patries) with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Removal of unserviceable soil i/c and lead upto 1000m excation ,loading and disposal 1000 Mtr lead but excluding replacement by suitable soil which shall be paid separately as per Clause 305.

Dismentling brick work or stone work in lime or cement mortar and i/c stacking of materials as per direction of Engineer in Charge with in distance of 60 mtr.as per SOR SI No-692

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.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification

D.P.C 25 mm thick work above plinth and top of Boundry wall i/c cost of all material t&P etc as per direction of E/I as per SI N0-600

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications as per Spe.

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

One Prime coat and two coat of dry Distamper on new work i/c supply of all materials T&P etc. as per SOR SI No-(681+682)

M/S LUCKY TRADERS

M/s Alok Infra Projects