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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.6 Cr+₹600 (<0.01%)Rejected-AOC C O PREMANANDA GOYARY VILL DUBAGAON P O GOLAGAON P S SIMLA DIST BAKSA PIN 781327 | DUBAGAON | BAKSA | ASSAM | 781327 | ₹1.6 Cr+₹600 (<0.01%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical C O BIKRAM NARZARY VILL GORUMARA P O KHAMARDWISA P S SIMLA DIST BAKSA PIN 781330 | GORUMARA | BAKSA | ASSAM | 781330 | - | - | Rejected-Technical reject |
| Sl No | Description | Qty | Unit | Detshrang Goyary L2 | SRI PARTHA TALUKDAR L1 |
|---|---|---|---|---|---|
| 1.00 | 1.Earthwork in Core
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 compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
a) Private land | 6,120.55 | cum | 258.21 ₹15,80,387.22 Lowest | 258.21 ₹15,80,387.22 Lowest |
| 2.00 | 2.Earthwork in Shoulder
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.
a) Private Land | 1,551.47 | cum | 339.68 ₹5,27,003.33 Lowest | 339.68 ₹5,27,003.33 Lowest |
| 3.00 | 3.GSB Gr-II
By Mix in Place Method
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
ii) For Grading Material (Gr-II) | 1,068.75 | cum | 2,249.19 ₹24,03,821.81 Lowest | 2,249.19 ₹24,03,821.81 Lowest |
| 4.00 | 4.WBM Gr-III
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.
A By Manual Means | 534.38 | cum | 3,911.59 ₹20,90,275.46 Lowest | 3,911.59 ₹20,90,275.46 Lowest |
| 5.00 | 5.ICBP
Providing and laying interlocking concrete block pavement with M 40 grade of concrete blocks having thickness 80 mm as per technical specification clause 1504 complete including carriage.
a) Including Edge block/ Edge restraints | 7,125 | sqm | 1,161.08 ₹82,72,695 Lowest | 1,161.08 ₹82,72,695 Lowest |
| 6.00 | 6.Road Furniture
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 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 M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
ii) 600 mm equilateral triangle | 4 | each | 3,933.19 ₹15,732.76 Lowest | 3,933.19 ₹15,732.76 Lowest |
| 7.00 | 600 mm circular | 4 | each | 5,345.8 ₹21,383.2 Lowest | 5,345.8 ₹21,383.2 Lowest |
| 8.00 | 800 mm x 600 mm rectangular | 2 | each | 7,537.1 ₹15,074.2 Lowest | 7,537.1 ₹15,074.2 Lowest |
| 9.00 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos.75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600mm, 600 mm below groundlevel. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. AllMS. will bestove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | each | 24,845.31 ₹24,845.31 Lowest | 24,845.31 ₹24,845.31 Lowest |
| 10.00 | Utility Shifting | 1.9 | Km | 33,900 ₹64,410 Lowest | 33,900 ₹64,410 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
8 Jun 2026, 1:30 pmClosed
the Addl. Chief Engineer cum Director, PWD
O/o the Addl. Chief Engineer cum Director, PWD
Const. of Bamungaon Pam to Seoni Pam (Length 1.9 Km) with 1 No. 6 Meter Slab Culvert 1 No. Meter Slab Culvert under SOPD (G) BTC for the year 2025-26. TN_04_20
2026_BTC_52388_20
ACE-106/PWD/IFB/PT-I/23-24/285
Open Tender
Civil Works – Roads
Item Rate
365 days
Baksa
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,200
₹3.2 L
Yes
15 Sept 2026
18 May 2026
8 Jun 2026
18 May 2026
8 Jun 2026
18 May 2026
18 May 2026 - 8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1.Earthwork in Core
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 compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
a) Private land | - | cum | - | - |
| 2 | 2.Earthwork in Shoulder
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.
a) Private Land | - | cum | - | - |
| 3 | 3.GSB Gr-II
By Mix in Place Method
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
ii) For Grading Material (Gr-II) | - | cum | - | - |
| 4 | 4.WBM Gr-III
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.
A By Manual Means | 1 | cum | - | - |
| 5 | 5.ICBP
Providing and laying interlocking concrete block pavement with M 40 grade of concrete blocks having thickness 80 mm as per technical specification clause 1504 complete including carriage.
a) Including Edge block/ Edge restraints | - | sqm | - | - |
| 6 | 6.Road Furniture
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 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 M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
ii) 600 mm equilateral triangle | - | each | - | - |
| 7 | 600 mm circular | - | each | - | - |
| 8 | 800 mm x 600 mm rectangular | - | each | - | - |
| 9 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos.75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600mm, 600 mm below groundlevel. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. AllMS. will bestove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | - | each | - | - |
| 10 | Utility Shifting | - | Km | - | - |
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