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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 CrAccepted-AOC | ₹11.2 Cr Quoted ₹11.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹13.0 CrRejected-Finance | ₹13.0 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹13.1 CrRejected-Finance | ₹13.1 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹13.8 CrRejected-Finance | ₹13.8 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹14.1 CrRejected-Finance | ₹14.1 Cr | L5 | Rejected-Finance L5 |
Tender Value
₹17.2 Cr
EMD Value
₹30 L
Closing Date
18 Dec 2024, 2:00 pmClosed
superintending engineer saharanpur circle pwd saha
superintending engineer saharanpur circle pwd saharanapur
Widening and strengthening work in km 02 to 19 of Saharanpur Chilkana Gandevad (ODR) in Saharanpur district.
2024_CEMRT_980471_1
8390/104MS-S/2024 Date 26-11-2024
Open Tender
Civil Works - Roads
365 days
saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹30 L
saharanpur
30 Jan 2025
6 Dec 2024
18 Dec 2024
6 Dec 2024
18 Dec 2024
6 Dec 2024
12 Dec 2024
Amount
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches (SI No. 251 (a)
Construction of Embankmaent with approved material deposited at site form Roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 Carted 2 Km.
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
Providing laying spereading 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 uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.406(B)
Providing, laying, spreading and of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC Cement and 3.50% Emulsion in uniform single layers on sub- base / basegrade and compacting with te road roller to achieve the desired density.
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 mechanical broom.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.505
Providing and laying bituminous cocnrete with 100-120 TPH batch type HMP producing and average output of 75 Tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.0 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver fixisher 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 specificiation clause No. 509 complete in all respects.507
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.
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.
Bricks Ballast 40 mm gauge filling behind abutment, wing wall & return wall complete as per drawing & technical specification.2200
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications 1300 & 2200
Cement concrete with 2 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.(S.I.No.279
Providing and laying reinforced cement concrete pipe NP3 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. (900mm Dia)
Providing and fixing Km. Stone.
Providing and fixing H.M. Stone
RCC DEVELOPERS PRIVATE LIMITED (BID ID -4794584)
M/S CHAUDHARY ASSOCIATES (BID ID -4793696)
RAJ BUILDERS (BID ID -4793783)
vijendra kumar (BID ID -4793749)
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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