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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 CrAccepted-Finance GRAM BHIMAPAR TEHSIL NAUGARTH DISTRICT SIDDHARTHNAGAR | SIDDHARTH NAGAR | UTTAR PRADESH | 272152 | ₹8.2 Cr | L1 | Accepted-Finance Accepted due to lowest rate quoted. |
| 2 | L1₹8.2 CrAccepted-Finance HARDAHA BALUWA VARANASI CHANDAULE | ₹8.2 Cr | L1 | Accepted-Finance Accepted due to lowest rate quoted. |
| 3 | L2₹8.3 Cr+₹1.0 L (0.12%)Rejected-Finance | ₹8.3 Cr+₹1.0 L (0.12%) | L2 | Rejected-Finance Rejected due to higher rate quoted. |
Tender Value
₹8.3 Cr
EMD Value
₹16.5 L
Closing Date
11 May 2020, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, Bahraich-Shrawasti Circle, PWD, Bahraich
Surface Improvement of Ikaun -Visheshwarganj-Ganga Jamuni Road (O.D.R.) Km-15 to 35(875) Under I.R.Q.P in Financial Year 2019-20.
2020_CEDPW_454154_1
946/8 Kam/e_Tendering/2019-20 Dated 20-03-2020
Open Tender
Civil Works
Item Rate
180 days
Bahraich
Please refer Tender documents.
3 documents required · 3 mandatory
₹12,154
E.E. Construction Division-1, P.W.D. Bahraich
₹16.5 L
Bahraich
6 Jun 2020
21 Mar 2020
12 May 2020
21 Mar 2020
11 May 2020
21 Mar 2020
24 Mar 2020
Amount
Providing, laying, spreading and compacting graded stone aggregate to stablised 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 1% OPC cement and 3.50% emulsion in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per M.O.R.T.&H. specification clause 406 complete in all respects with Haldawani/Kabrai quarry
Providing and applying tack coat with bitumen (V.G.-10) using pressure distributor at the rate of 0.30 Kg per Sqm on the prepared bitumen surfacer.
Providing and laying Bituminous Concrete with 75 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 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. 509 complete in all respects with Haldawani/Kabrai quarry
Earth work in patri in ordinary soil for Excavation to be done in form of regular pits not exceeding 0.5 M in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30 m lead. The earth form cutting to be used in making embankment or to be deposited as spoil bank within 30m distance or as directed by E/I complete as S.I. No. 253.
OM PRAKASH CHAUBEY
S.R. Infraconstruction Pvt Ltd
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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