Strengthening of Sahson Bagai Khurd Chandoha Jalalpur Hanumanganj Marg

Amount

Construction of sub-grade and earthen shoulders with approved material obtained from Right of way with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no. 300-2 complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge.

Excavation for roadwork 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 1000m (with cartage) complete in all respects as per MoRTH specification 301 & as per direction of Engineer-in-charge.

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, (Compaction only) complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge.

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 in all respects as per MoRTH specification 401 & as per direction of Engineer-in-charge.

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, complete in all respects as per MoRTH specification 406 & as per direction of Engineer-in-charge.

Providing and applying and spreading of graded stone aggregate to stablized wet mix macadam (ETA) 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 layer on sub base/base course on well prepared surface and compacting with the road roller to achieve the desired density complete in all respects as per MoRTH specification 406 & as per direction of Engineer-in-charge.

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20kg per sqm on the prepared granular surface cleaned with mechanical broom, complete in all respects as per MoRTH specification 503 & as per direction of Engineer-in-charge.

Providing and laying dense graded bituminous macadam with 100 TPH computerized HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects, complete in all respects as per MoRTH specification 505 & as per direction of Engineer-in-charge.

Providing and laying bituminous concrete with 100 TPH computerized hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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, complete in all respects as per MoRTH specification 507 & as per direction of Engineer-in-charge.

Providing and Laying of Zig-Zag rubber moulded Interlocking Concrete Block Pavement (M-30) having thickness 80 mm as per drawing and Technical Specification Clause 1504 & as per direction of Engineer-in-charge.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete in all respects as per MoRTH specification 602 & as per direction of Engineer-in-charge.

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 morth specification 304 & as per direction of Engineer-in-charge.

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. As per morth specification 2100 & as per direction of Engineer-in-charge.

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications As per morth specification 1300 & 2200 & as per direction of Engineer-in-charge.

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications As per morth specification 1300 & 2200 & as per direction of Engineer-in-charge.

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications As per morth specification 1300 & 2200 & as per direction of Engineer-in-charge.

S/l of 63-45 mm stone ballast in apron (hand packed) & top finished inclg cost of material labour T&P etc complete . As per direction of Engineer-in-charge.

PCC Grade M20 using batching plant transit mixer & Concrete pump in open foundation complete as per drawing and technical specification MORTH 1500, 1700 & 2200 & as per direction of Engineer-in-charge.

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications As per morth specification 1600 & 2200 & as per direction of Engineer-in-charge.

S/l of 350mm dia NP-3 H.P. culvert, complete in all respect Including supply of all materials, labour T&P etc required for proper completion of the work. As per direction of Engineer-in-charge.

S/l of 600mm dia NP-3 H.P. culvert, complete in all respect Including supply of all materials, labour T&P etc required for proper completion of the work. As per direction of Engineer-in-charge.

The Maintenance Cost will be provided for five years @2.50 percent. (The Maintenance Cost will be calculated as per actual executed construction cost at the time of final bill) 1st Year maintenance cost @0.00 percent and 2nd Year maintenance cost @0.25 percent

3rd Year maintenance cost @0.50 percent

4th Year maintenance cost @0.75 percent

5th Year maintenance cost @1.00 percent

M/S SANJAY CONSTRUCTIONS

KAMLESH KUMAR

Bansal Highway Infratech Pvt Ltd

M/s S S Associates, Alld

M/s J.K. Construction