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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.9 CrAccepted-AOC | ₹34.9 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹36.8 Cr+₹2.0 Cr (5.63%)Rejected-Finance TANGLA UDALGURI ASSAM | UDALGURI | ASSAM | 784113 | ₹36.8 Cr+₹2.0 Cr (5.63%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Pabitra Boro L2 | S M ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00 | Road Restoration
Construction of Embankment with Material Obtained from Borrow Pits
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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Private Land | 7,799.39 | m3 | 250 ₹19,49,847.5 | 150 ₹11,69,908.5 Lowest |
| 2.00 | 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.)
(i) From Private land . | 1,941.08 | m3 | 300 ₹5,82,324 | 250 ₹4,85,270 Lowest |
| 3.00 | 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 | 1,073.03 | m3 | 2,800 ₹30,04,484 Lowest | 2,830 ₹30,36,674.9 |
| 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, handpacking rolling with smooth wheel roller 80-100kN 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 3 as per Technical Specification Clause 405.
By Mechanical Means | 639 | m3 | 4,000 ₹25,56,000 Lowest | 4,000 ₹25,56,000 Lowest |
| 5.00 | Inter locking concrete Block pavement
Providing andlaying interlocking concrete block of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
Excluding Edge block/ Edge restraints | 8,520 | cum | 1,100 ₹93,72,000 | 1,060 ₹90,31,200 Lowest |
| 6.00 | Construction of RCC Box Culvert (2.0x2.0) M
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I Ordinary soil, Upto 3 m depth | 459.36 | cum | 120 ₹55,123.2 | 90 ₹41,342.4 Lowest |
| 7.00 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 459.36 | m3 | 250 ₹1,14,840 | 150 ₹68,904 Lowest |
| 8.00 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 23.76 | m3 | 2,200 ₹52,272 Lowest | 2,200 ₹52,272 Lowest |
| 9.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 15.84 | cum | 6,000 ₹95,040 Lowest | 6,000 ₹95,040 Lowest |
| 10.00 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
II) With plasticiser (Masterplast PL-1/SPL-2 & 2100 or equivalent), air-entraining and water-reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999
E) RCC Grade M25, Case II With Batching Plant, Transit Mixer and Concrete Pump | 26.88 | cum | 10,000 ₹2,68,800 Lowest | 10,000 ₹2,68,800 Lowest |
Tender Value
₹34.9 Cr
EMD Value
₹69.7 L
Closing Date
27 Nov 2025, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Ghy-3
CE, PWD(Roads), Assam, Chandmari, Ghy-3
SOPD_G_25_26_42 Construction of Drain cum Footpath, Load Bearing Drain, Box Culvert etc. under Morigaon District Territorial Road Division, Morigaon LAC
2025_PWD_48450_1
CE/DEV/TB/180/2025-26/02 Dtd- 30.10.2025
Open Tender
Civil Works – Roads
Item Rate
365 days
Morigaon
Please refer Tender Documents
5 documents required · 5 mandatory
₹20,000
₹69.7 L
Yes
CE, PWD(Roads), Assam, Chandmari, Ghy-3
24 Feb 2026
6 Nov 2025
27 Nov 2025
6 Nov 2025
27 Nov 2025
14 Nov 2025
6 Nov 2025 - 27 Nov 2025
13 Nov 2025
Road Restoration Construction of Embankment with Material Obtained from Borrow Pits 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Private Land
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.) (i) From Private land .
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
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, handpacking rolling with smooth wheel roller 80-100kN 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 3 as per Technical Specification Clause 405. By Mechanical Means
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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