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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 CrAccepted-AOC | ₹13.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹13.7 CrRejected-Finance D 172 SAKET MEERUT DISTRICT MEERUT | MEERUT | MEERUT | UTTAR PRADESH | ₹13.7 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹14.0 CrRejected-Finance 32 VISHNU NAGAR BAORI DISTRICT JODHPUR | JODHPUR | JODHPUR | RAJASTHAN | ₹14.0 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹14.0 CrRejected-Finance FLAT NO 5 IIND FLOOR IIIRD B 2 NEHRU NAGAR GHAZIABAD UP 201001 | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | ₹14.0 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹14.4 CrRejected-Finance NULL | ₹14.4 Cr | L5 | Rejected-Finance L5 |
Tender Value
₹20.3 Cr
EMD Value
₹30.4 L
Closing Date
23 Jan 2020, 12:00 pmClosed
superintending engineer saharanpur circle
superintending engineer saharanpur circle pwd saharanpur
Work of strengthening in km 21 to 25, 27 to 43, 45 to 54 and 57 to 63 of Saharanpur Nakud Gangoh Thanabhavan Marg (MDR) in Saharanpur district.
2020_CEMRT_424916_1
7571/104M-S/19 Date 06-11-2019
Open Tender
Civil Works
270 days
saharanpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,354
executive engineer, C D-3, PWD,
₹30.4 L
saharanpur
22 Jun 2020
17 Jan 2020
24 Jan 2020
17 Jan 2020
23 Jan 2020
17 Jan 2020
20 Jan 2020
Amount
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/granular surface cleaned with mechanical broom.
Providing and laying dense graded bituminous macadam with 100TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder V.G.-40 @ 4.50 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. 507 complete in all respects.
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 V.G.-40 @ 5.40 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
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankment to the in 20 cm. Layers including ramming and dressing the surface to required levels and slops and also including 1.50 m. lift and 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30m distance as directed by the Engineer–in charge.
Preeti Buildcon Private Limited
Seema Construction Co.
JSP PROJECTS PVT LTD
Krishna Infratec
M/S CHAUDHARY ASSOCIATES
Raja Infraconstruction Pvt Ltd
M/S Ravi Constructions
Shivalik Infraventure (P) Ltd
R.G BUILDWELL ENGINEERS LTD.
M/S ASHOK KUMAR
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid