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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹2.1 Cr+₹5.6 L (2.71%)Rejected-Finance | ₹2.1 Cr+₹5.6 L (2.71%) | L2 | Rejected-Finance Not awarded as L2 |
| 3 | Not Admitted-Fee/PreQual/Technical ALI JORHAT P O P S JORHAT DISTRICT JORHAT PIN 785001 | JORHAT | ASSAM | 785001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical TINSUKIA ASSAM | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹4.1 L
Closing Date
16 Feb 2021, 2:00 pmClosed
C.E. PWD (Roads), Assam, Guwahati-3
O/o the C.E. PWD (Roads), Assam, Guwahati-3
Strengthening and improvement of road from Jutlibari Tiniali to Bandorkhati (Doomdooma Dighaltarang Road) under Oil Deposit Fund for 2020-21 under Tinsukia Doomdooma Sadiya Territorial Road Division (length 10.20Km
2021_PWD_20921_1
CE/Commn/37/20-21/3_Deposit_2
Open Tender
Civil Works – Roads
Item Rate
182 days
Tinsukia
Please refer Tender documents.
5 documents required · 5 mandatory
₹6,200
Yes
Empowered Officer, Assam State Road Board
₹4.1 L
Yes
6 Aug 2021
4 Feb 2021
16 Feb 2021
4 Feb 2021
16 Feb 2021
4 Feb 2021
4 Feb 2021 - 16 Feb 2021
Amount
Excavation for roadway in Soil using Manual Means for carrying cut earth to embankment site with a lift up to 1.5 m and and leadd up to 50m as per technical specification clause 302.3 (Manual should be use where machines can not be deployed due to site condition)
Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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 (300-2) ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a), From Private land
By Mix in Place Method (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 cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.) (including all lead and lifts to work site) for grading- II Material
Providing and laying Interlocking Concrete Block Pavement (M40) having thickness 80mm as per technical specification clause 1504 complete incuding carriage (a0 including edge block / Edge restraint
MS J R Construction
stage.html
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tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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