Widening and Strengthening of Bijnor Fatehpur Uledha Road ODR Chainage 10.700 to 15.000 in Distt Bijnor

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 MORT&H Specification Clause 301 Sr. No. 3.06. (Including all taxes, labour cess, Royalty but excluding cost of GST)

Construction of Embankment with Material obtained from borrow pits 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 MORT&H Specification Clause 305 Sr. No. 3.16. (Including all taxes, labour cess, Royalty but excluding cost of GST)

Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads up to 2 Km, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. As per MORT&H Specification Clause 305 Sr. No. 3.18. (Including all taxes, labour cess, Royalty but excluding cost of GST)

Construction of Subgrade and Earthen Shoulders 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 MORT&H Specification Clause 305 Sr. No. 3.18. (Including all taxes, labour cess, Royalty but excluding cost of GST)

Construction of Embankment with Material Deposited from Roadway Cutting 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 MORT&H Specification Clause 305 Sr. No. 3.17. (Including all taxes, labour cess, Royalty but excluding cost of GST)

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 MORTH Specification Clause 401 Sr. No. 4.01 B. (Including all taxes, labour cess, Royalty but excluding cost of GST)

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 mechanical paver finisher in sub- base / base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per MORTH Specification Clause 406 A Sr. No. 4.14. (Including all taxes, labour cess, Royalty but excluding cost of GST)

Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MORTH Specification Clause 502 Sr. No. 5.01 (Including all taxes, labour cess but excluding cost of GST)

Providing and applying Tack Coat with Bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with air compressor. As per MORTH Specification Clause 503 Sr. No. 5.02 (Including all taxes, labour cess but excluding cost of GST)

Dense Graded Bituminous Macadam (Grading-II) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50% by weight of total mix and filler, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specfication Clause 505A Sr. No. 5.04 complete in all respects. (Including all taxes, labour cess, Royalty but excluding cost of GST)

Bituminous Concrete (Grading-II) Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% 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 wheled, vibratory and tandem rollers to achieve the desired complaction as per MORTH Specification clause No. 507 B Sr. No. 5.05 (Including all taxes, labour cess, Royalty but excluding cost of GST)

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. As per MORTHSpecfication Clause 602 Sr. No. 6.20. (Including all taxes, labour cess, Royalty but excluding cost of GST)

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 complete as per MORTH Specification Clause 304 Sr. No. 3.13. (Including all taxes, labour cess, Royalty but excluding cost of GST)

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 clause 2100 Sr. No. 12.04. (Including all taxes, labour cess, Royalty but excluding cost of GST)

Reinforced Cement Concrete in drain/Culvert complete as per Drawing and Technical Specifications. complete as per MORTH Specification Clause 1500,1700& 2100 Sr. No. 12.08 C. (Including all taxes, labour cess, Royalty but excluding cost of GST)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications complete as per MORTH Specification Clause 1600 Sr. No. 12.42. (Including all taxes, labour cess, Royalty but excluding cost of GST)

Supplying, laying and jointing of 350 mm dia NP-3 R.C.C. hume pipe confirming to I.S.-458 for culvert, including jointing ends, fixing collars with cement mortar of cement and coarse sand in ratio 1:2 including cost of all material, laying pipe in position to required grade and slope, labour and T&P etc. required for proper completion of work. As per MORT&H Specification Clause 2900 Sr. No. 9.05. (Including all taxes, labour cess, Royalty but excluding cost of GST)

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