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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-AOC VILL NAHARJUN P O JONEKARANG P S JONAI DIST DHEMAJI ASSAM | ₹3.4 Cr | L1 | Accepted-AOC Awarded as L1 bidder |
| 2 | L2₹3.4 Cr+₹4,000.20 (0.01%)Rejected-AOC AGAM DOLUNG P O P S JONAI DIST DHEMAJI PIN 787060 | DHEMAJI | ASSAM | 787060 | ₹3.4 Cr+₹4,000.20 (0.01%) | L2 | Rejected-AOC Work not awarded |
| 3 | Not Admitted-Fee/PreQual/Technical HANDIQUE MILON GAON CITY TOWN SILAPATHAR P O SIMENCHAPARI P S SIMENCHAPARI DISTRICT DHEMAJI PIN 787061 | DHEMAJI | ASSAM | 787061 | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy of technical bid not submitted to the office |
Tender Value
₹3.4 Cr
EMD Value
₹6.9 L
Closing Date
18 Mar 2024, 2:00 pmClosed
SE, PWRD, Dhemaji Road Circle
Office of the Superintending Engineer, PWD, DRC
Improvement of Road from Naharbandana to Madhyalakhipur Village From Ch 0.00 to 4.80km L 4.80km with Hard shoulder and passing places under OIL DEPOSIT FUND for the year 2023-24
2024_PWD_36692_1
DMJ/DRC/ODF-1/2023-24/1430-39
Open Tender
Civil Works
Works
365 days
Jonai
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,345
₹6.9 L
Yes
Office of the Superintending Engineer, PWD, DRC
3 Jul 2024
27 Feb 2024
19 Mar 2024
27 Feb 2024
18 Mar 2024
1 Mar 2024
27 Feb 2024 - 18 Mar 2024
27 Feb 2024
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i.By Manual Means (B)In area of thorny jungle
Cutting of trees, including of trunks,branches and Removal of Stumps & roots,refilling,compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specifications Clause 201.
Uprooting and removing stumps & roots,compaction of backfilling and staking of servicable material by manual means as per Technical Specifications Clause 201.
Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000m as per Technical specification Clause 301.4
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land Widening in Passing Places
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1
Construction of granular sub-base. 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( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.
WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement ( M40 ) having thickness 80 mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 90cm equilateral triangle
60cm circular
800mm x 600mm rectangular
Debajit Borsaikia
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