Widening and Strenthening of Rest portion of Maharajganj Laliya Road (ODR) in Distt Balrampur

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 1000 m. As per Technical Specification Clause 301 of MORTH (Excluding Royalty)

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.Technical Specification Clause 305(3.17) of MORTH (Excluding Royalty)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads upto 1000 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As per Technical Specification Clause 305(3.16) of MORTH (Excluding Royalty)

Construction of granular sub-base 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

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.

Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement+3.50% Emulsion in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Including cost of Emulsion)

Providing and laying dence graded bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with VG-30 @ 4.50% by weight of total mix and filler, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 507 complete in all respects. (Including cost of VG-30)

Providing and applying tack coat with 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 Specification Clause 503. (Including cost of VG-30)

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 VG-30 @ 5.4 percent 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.

For Interlocking Construction of granular sub-base 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

Laying of interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

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

Construction of U type Drain in both sides of the road etc. Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per Technical Clause 304 of MoRTH Specification.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete & Technical Specification as per Section 2100 of MoRTH Specification.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete M15 Grade 5th Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

Reinforced Cement Concrete M15 Grade Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

Reinforced Cement Concrete M15 Grade Hectometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

M/s Chopra Traders

M/s Alok Construction