Widening and Strengthening of NH-24 to Hasanpur Dayawali Khalsa Road (ODR-49) via Memonpur Agraula, Soharka.

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.

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. (Carted Earth up 5 km)

Excavation in foundation in ordinary soil (Loam, clay or sand )including lift up to 1.5M and including filling watering and ramming of excavated earth in the trenches but including cost of including complete shifting of material & of material & concrete etc all labour, material , royalty and T&P all taxes complete.

Construction of granular sub-base by providing coarse graded materials, spreading 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 and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.

Providing and applying Tack coat with VG-10 Bitumen over Bituminous surface at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic ar per Technical Specification Clause 503.

Providing and laying dense graded bituminous macadam 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 MoRTH specification clause No. 505 complete in all respects.

Providing and laying bituminous concrete 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 MORTH specification clause No. 507 complete in all respects.

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

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 Reference to MORT&H Specification 304 SN.9.01 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST

Plain/Reinforced Cement Concrete in open foudation as per Drawing and Technical Specifications. But excluding GST. (M-15)

Plain Cement Concrete M-20 Grade in Open Foundation complete as per Drawing and Technical Specifications. But excluding GST.

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure and Foundation as per drawing and Technical Specification Section As per Reference to MORT&H Specification1600 & 2200 SN. 12.41 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST

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 NP-3 (1200 mm dia) 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.

Laying Reinforced cement concrete pipe NP-3 (600 mm dia) 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.

Laying Reinforced cement concrete pipe NP-3 (350 mm dia) 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 (1:2) on brick work in substructure as per Technical Specifications