WIDENING AND STRENGTHENING WORK IN KM. 01, 02 AND 03 (710) OF FATEHGANJ DATAGANJ ROAD(O.D.R.) VIA N.H.24 TO GAUSGANJ SARAI DHARAMPUR JAROL IN DISTT. BAREILLY FIN. YEAR 2024-25(INCLUDING 05 YEARS OF MAINTENANCE)

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 Clause 301. including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.) table no. 301-3.6.

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 Work)

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 (Carted Earth Work )

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 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table no. 401-4.1

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. Clause 401 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table no. 401-4.14.

Providing and applying primer coat with SS2 grade bitumen emulsion 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. Table no. 502-5.1.

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Table no. 503-5.2.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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.including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table no. 505-5.4.

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. Table no 503-5.2.

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 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table no. 507-5.5.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M35 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge.table no 602-6.2.

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. (Mechanical Means) table no, 304-3.13.

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. Clause 2100. including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge.table no.2100-9.4.

RCC Grade M20 using batching plant transit mixer & Concrete pump including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. Clause 1100 & 1900 table no. 12.8

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications Clause no. 1600 & 2200 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table no. 12.41

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Clause no. 1300 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table 1300-12.5.

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications Clause no. 1300 & 2200 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table 1300 & 200- 9.9

M/s Hanu Infrastructure Pvt Ltd (BID ID -4895038)

KAILASH CONSTRUCTION CO PVT LTD (BID ID -4897622)

PRADEEP KUMAR CONTRACTOR (BID ID -4897701)

rohit construction company (BID ID -4892103)

STAR BUILDERS (BID ID -4896211)

M/s Aman Traders (BID ID -4894997)

M/s Agarwal Contractors (BID ID -4896173)