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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC CHANDAN NAGAR WARD NO 13 PO DIST GOLAGHAT ASSAM 785621 | GOLAGHAT | ASSAM | 785621 | ₹1.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.0 Cr+₹1,316.25 (0.01%)Rejected-AOC | ₹1.0 Cr+₹1,316.25 (0.01%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Bodon Tamuly L2 | Bibhuti Bhushan Bora L1 |
|---|---|---|---|---|---|
| 1.00 | GWC Road from 2nd Km of diffolopathar tamulipathar ali to Ahom gaon shiv mandir: Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 5,062.52 | Sqm | 8.27 ₹41,867.04 Lowest | 8.27 ₹41,867.04 Lowest |
| 2.00 | 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) From private Land | 1,316.25 | Cum | 258.21 ₹3,39,868.91 | 257.21 ₹3,38,552.66 Lowest |
| 3.00 | 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) Private Land | 391.5 | Cum | 339.68 ₹1,32,984.72 Lowest | 339.68 ₹1,32,984.72 Lowest |
| 4.00 | 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 | 759.38 | Cum | 2,628.95 ₹19,96,372.05 Lowest | 2,628.95 ₹19,96,372.05 Lowest |
| 5.00 | GWC Road from Kandulimari Raja Gaon Tini Ali to 2nd Km of Diffolopathar Tamulipathar road : Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer | 6,000 | Sqm | 8.27 ₹49,620 Lowest | 8.27 ₹49,620 Lowest |
| 6.00 | 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) From private Land | 1,560 | Cum | 258.21 ₹4,02,807.6 Lowest | 258.21 ₹4,02,807.6 Lowest |
| 7.00 | 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) Private Land | 464 | Cum | 339.68 ₹1,57,611.52 Lowest | 339.68 ₹1,57,611.52 Lowest |
| 8.00 | 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 | 900 | Cum | 2,628.95 ₹23,66,055 Lowest | 2,628.95 ₹23,66,055 Lowest |
| 9.00 | GWC Road from Dergaya pam Tini ali to Bori Gaon Tini Ali : Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer | 8,812.52 | Sqm | 8.27 ₹72,879.54 Lowest | 8.27 ₹72,879.54 Lowest |
| 10.00 | 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) From private Land | 2,242.5 | Cum | 258.21 ₹5,79,035.93 Lowest | 258.21 ₹5,79,035.93 Lowest |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
20 Aug 2025, 2:00 pmClosed
Chief Engineer, PWD Roads
O/O Chief Engineer PWD(Roads) Assam ,Chandmari, Ghy-03
Improvement ofGWC Road from i)2ndKmof diffolopathartamulipatharalito Ahomgaonshiv mandir1.95Kmii)Kandulimari Raja Gaon Tini Ali to2ndKmof DiffolopatharTamulipatharroad 1.70Km(iii) Dergaya pam Tini ali to Bori Gaon Tini Ali 2.35Km under SOPD(G)
2025_PWD_45498_20
CE/Commn/16/2025-26/03
Open Tender
Civil Works – Roads
Item Rate
180 days
Bokakhat
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹2.0 L
Yes
O/O Chief Engineer PWD Roads Assam ,Chandmari, Ghy
26 Feb 2026
14 Jul 2025
20 Aug 2025
14 Jul 2025
20 Aug 2025
14 Jul 2025
14 Jul 2025 - 30 Jul 2025
18 Jul 2025
Amount
GWC Road from 2nd Km of diffolopathar tamulipathar ali to Ahom gaon shiv mandir: Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
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) From private Land
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) 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
GWC Road from Kandulimari Raja Gaon Tini Ali to 2nd Km of Diffolopathar Tamulipathar road : Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer
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) From private Land
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) 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
GWC Road from Dergaya pam Tini ali to Bori Gaon Tini Ali : Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer
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) From private Land
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) 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
Single Opening 1200mm dia NP-3 HPC: 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 (i) Upto 3 m depth
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii)
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 A Brick Masonry in 1:4 cement mortar
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.(A) 1200 mm dia
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Bodon Tamuly (BID ID -277667)
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