In Distt Bijnor Widening and Strengthening of Badaun Bilsi Islamnagar Bhoji Sambhal Hasanpur Gajraula Road (SH-51) Chainage 200.00 to 210.130

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 MORT&H Specification Clause 301 Sr. No. 3.06. (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 Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads 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 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 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)

Dense Graded Bituminous Macadam (Grading-I) 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 @ 4.00% by weight of total mix and filler, transporting the hot mix to work site, laying with a Mechanical 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 MoRT&H Specfication Clause 505A Sr. No. 5.04 complete in all respects. (Including all taxes, labour cess, Royalty 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 505B Sr. No. 5.04 complete in all respects. (Including all taxes, labour cess, Royalty 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, 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)

Supplying, laying and jointing of 350 mm dia NP-4 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)

GSR Infratech pvt ltd (BID ID -5249361)

M/S M V D INFRA DEVELOPERS PRIVATE LIMITED (BID ID -5248899)

M/s Chopra Traders (BID ID -5249332)

VINAY KUMAR (BID ID -5243693)