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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAccepted-AOC | ₹4.5 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹4.7 CrRejected-AOC | ₹4.7 Cr | L2 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | Sri Uday Baishya L1 | Jiyaur Pasa L2 |
|---|---|---|---|---|---|
| 1.00 | 1)Recovery and Reconstruction of Natun Khelua to Solmara Satripam
Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5.
(a) from private land | 494.53 | Cum | 244.73 ₹1,21,025.34 Lowest | 257 ₹1,27,094.21 |
| 2.00 | Construction of sub-grade and earthen shoulders with approved materials 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) from private land | 115.62 | Cum | 321.94 ₹37,222.59 Lowest | 339 ₹39,195.18 |
| 3.00 | Granular Sub-base with Well Graded Material (Table 400.1)
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 II Material | 131.67 | Cum | 2,800 ₹3,68,676 | 2,735 ₹3,60,117.45 Lowest |
| 4.00 | WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III
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.
By Manual Means | 65.84 | Cum | 4,500 ₹2,96,280 | 4,458 ₹2,93,514.72 Lowest |
| 5.00 | Inter locking concrete Block pavement
I)a Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restraint and carriage) | 877.8 | Sqm | 1,200 ₹10,53,360 | 1,158 ₹10,16,492.4 Lowest |
| 6.00 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specification and drawing. Three MS Plates of 1.6 mm thick,top and middle plate duly welded with MS flate iron 25mm x 5m size on back on edge. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The 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 2 nos. 75mm x 75mm of 12SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove 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 | 23,548.08 ₹23,548.08 Lowest | 24,798 ₹24,798 |
| 7.00 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
(80% length of the Road is considered) | 58.52 | Sqm | 536.57 ₹31,400.13 Lowest | 565 ₹33,063.8 |
| 8.00 | 2)Recovery and Reconstruction ofNalbari Kamarkuchi to Kordoitola raod
Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5.
(a) from private land
From Ch. 90.00 m to | 3,675 | cum | 244.73 ₹8,99,375.4 Lowest | 257 ₹9,44,475 |
| 9.00 | Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5
I Random rubble masonry in case of stone pitching laid with cement mortar (1:5) | 202.5 | cum | 4,446.36 ₹9,00,387.9 Lowest | 4,682 ₹9,48,105 |
| 10.00 | 3)Recovery and Reconstruction of Khetri Dharmapur College to Tengabari road
Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 2,000 | Sqm | 78.93 ₹1,57,860 Lowest | 83 ₹1,66,000 |
Tender Value
₹5.0 Cr
EMD Value
₹10.0 L
Closing Date
16 Mar 2026, 2:00 pmClosed
the Chief Engineer PWRD,Assam,Guwahati-03
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Recovery and Reconstruction of (1) Natun Khelua to Solmara Satripam (Providing E/W, GSB, WBM-III, ICBP), and 18 others under NDRF (PDNA-2022) for the year 2025-26.
2026_PWD_51831_1
CE/Cmn/192/Pt1/PDNA/10 ReBid
Open Tender
Civil Works – Roads
Item Rate
60 days
Nalbari
Please refer Tender documents.
4 documents required · 4 mandatory
₹9,980
₹10.0 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
14 Jul 2026
11 Mar 2026
16 Mar 2026
11 Mar 2026
16 Mar 2026
11 Mar 2026
11 Mar 2026 - 16 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1)Recovery and Reconstruction of Natun Khelua to Solmara Satripam
Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5.
(a) from private land | 1 | Cum | 271.92 | ₹271.65 |
| 2 | Construction of sub-grade and earthen shoulders with approved materials 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) from private land | - | Cum | 357.71 | - |
| 3 | Granular Sub-base with Well Graded Material (Table 400.1)
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 II Material | 1 | Cum | 2,886.59 | ₹2,883.7 |
| 4 | WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III
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.
By Manual Means | - | Cum | 4,704.39 | - |
| 5 | Inter locking concrete Block pavement
I)a Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restraint and carriage) | 1 | Sqm | 1,222.73 | ₹1,221.51 |
| 6 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specification and drawing. Three MS Plates of 1.6 mm thick,top and middle plate duly welded with MS flate iron 25mm x 5m size on back on edge. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The 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 2 nos. 75mm x 75mm of 12SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove 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 | 26,164.53 | - |
| 7 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
(80% length of the Road is considered) | - | Sqm | 596.19 | - |
| 8 | 2)Recovery and Reconstruction ofNalbari Kamarkuchi to Kordoitola raod
Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5.
(a) from private land
From Ch. 90.00 m to | - | cum | 271.92 | - |
| 9 | Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5
I Random rubble masonry in case of stone pitching laid with cement mortar (1:5) | - | cum | 4,940.4 | - |
| 10 | 3)Recovery and Reconstruction of Khetri Dharmapur College to Tengabari road
Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | - | Sqm | 87.7 | - |
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