Widening and Strengthening of Pindi Bhagalpur Road ODR in District Deoria in FY 2023-24

Amount

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 As per M.O.R.T.&H.specification clause No. 301 complete in all respects as per direction of Engineer-in-charge.

Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. As per M.O.R.T.&H.specification clause No. 305.3.4 complete in all respects 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. As per M.O.R.T.&H.specification clause No. 305 complete in all respects as per direction of Engineer-in-charge.

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. As per M.O.R.T.&H.specification clause No. 305 complete in all respects as per direction of Engineer-in-charge.

Construction of sub-grade and earthen shoulders 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 As per M.O.R.T.&H.specification clause No. 305 complete in all respects 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 As per M.O.R.T.&H. specification clause No. 401complete in all respects 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per M.O.R.T.&H. specification clause No. 406 complete in all respects as per direction of Engineer-in-charge.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (Stabilized) (Stabilization with 1% Cement and 3.5% Emulsion by weight of Mix of 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.As per M.O.R.T.&H. specification clause No. 406 complete in all respects as per direction of Engineer-in-charge.

Providing and laying dense graded bituminous macadam (Grading-2) with higher capacity batch type HMP 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 M.O.R.T.&H. specification clause No. 505 complete in all respects as per direction of Engineer-in-charge.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per M.O.R.T.&H. specification clause No. 503 Sr. No. 5.2 complete in all respects as per direction of Engineer-in-charge.

Providing and laying bituminous concrete (grading -2) with higher capacity batch type hot mix plant 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 M.O.R.T.&H. specification clause No. 507complete in all respects 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 As per M.O.R.T.&H. specification clause No. 602 complete in all respects 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 M.O.R.T.&H. specification clause No. 304 complete in all respects 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 M.O.R.T.&H. specification clause No. 2100 complete in all respects as per direction of Engineer-in-charge.

Reinforced Cement Concrete M-20 for wall & slab etc. complete as per Drawing and Technical Specifications. As per M.O.R.T.&H. specification clause No. 1500,1700 & 2100 complete in all respects as per direction of Engineer-in-charge.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Wall/Slab complete as per Drawing and Technical Specifications. As per M.O.R.T.&H. specification clause No. 1600 complete in all respects as per direction of Engineer-in-charge.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. As per M.O.R.T.&H. specification clause No. 1300 complete in all respects 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 M.O.R.T.&H. specification clause No. 1300 & 2200 complete in all respects as per direction of Engineer-in-charge.

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications As per M.O.R.T.&H. specification clause No. 1300 & 2200 complete in all respects as per direction of Engineer-in-charge.

Furnishing and Placing Reinforced cement concrete (M-25) in super-structure as per drawing and Technical Specification. As per M.O.R.T.&H. specification clause No. 1500,1700 & 2300 complete in all respects as per direction of Engineer-in-charge.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As per M.O.R.T.&H. specification clause No. 1600 complete in all respects as per direction of Engineer-in-charge.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As per M.O.R.T.&H. specification clause No. 2706 & 2200 complete in all respects as per direction of Engineer-in-charge.

Drainage Spouts complete as per drawing and Technical specification. As per M.O.R.T.&H. specification clause No. 2705 complete in all respects as per direction of Engineer-in-charge.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications As per M.O.R.T.&H. specification clause No. 2702 complete in all respects as per direction of Engineer-in-charge.

Supply of BIS Marked R.C.C. Hume pipe NP3 size inner dia 900mm as per IS:-458-2003 with latest amendment have been made as per PWD specification S.I. No. 8

Laying and fixing of Hume pipe NP-3 class length 2.50 meter (Labour only) as per PWD specification S.I. No. 5(a)ii

M/s SHAIL CONSTRUCTION

SHAKUNTALA SINGH

M/S ANMOL ASSOCIATES