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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC | ₹2.9 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹2.9 Cr+₹4,000 (0.01%)Rejected-Finance GOLAGHAT TOWN PHG PATH WARD NO 09 P O P S GOLAGHAT DIST GOLAGHAT PIN 785621 | GOLAGHAT | GOLAGHAT | ASSAM | 785621 | ₹2.9 Cr+₹4,000 (0.01%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Bedanta Protim Hazarika L2 | Sri Amal Hazarika L1 |
|---|---|---|---|---|---|
| 1.00 | 1) 2 No. Goroimari Ali : 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 .(A) In area of non thorny jungle | 0.77 | Hec. | 53,995.08 ₹41,576.21 Lowest | 53,995.08 ₹41,576.21 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 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 | 4,956.37 | CuM | 258.21 ₹12,79,784.3 | 220 ₹10,90,401.4 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. (a) Private land | 1,184.77 | CuM | 339.68 ₹4,02,442.67 | 250 ₹2,96,192.5 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. For Grading ll Material | 730.04 | CuM | 2,840.82 ₹20,73,912.23 Lowest | 3,000 ₹21,90,120 |
| 5.00 | 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/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. WBM Gr-lll | 365.02 | CuM | 4,583.37 ₹16,73,021.72 Lowest | 4,800 ₹17,52,096 |
| 6.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.a)Including Edge block/ Edge restraints | 4,866.94 | Sqm | 1,161.08 ₹56,50,906.7 Lowest | 1,200 ₹58,40,328 |
| 7.00 | Construction of 1000mm dia NP-3 HP Culvert : 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. | 98.04 | CuM | 127.69 ₹12,518.73 Lowest | 127.69 ₹12,518.73 Lowest |
| 8.00 | PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109 | 5.43 | CuM | 6,036.57 ₹32,778.58 Lowest | 6,036.57 ₹32,778.58 Lowest |
| 9.00 | Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding | 10.35 | CuM | 1,558.04 ₹16,125.71 Lowest | 1,558.04 ₹16,125.71 Lowest |
| 10.00 | Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4) | 50.28 | CuM | 7,450.77 ₹3,74,624.72 Lowest | 7,450.77 ₹3,74,624.72 Lowest |
Tender Value
₹2.9 Cr
EMD Value
₹5.9 L
Closing Date
21 Aug 2025, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Ghy-3
CE, PWD(Roads), Assam, Chandmari, Ghy-3
MMPPNA_RIDF_XXXI_25_26_186 Construction of (1) 2No Goroimari Ali (Ch. 0.00m to Ch. 1285.00m), (2) road 1No Goroimari Ali (Ch. 0.00m to Ch. 1900.00m) under Mukhya Mantrir Paki Path Nirman Achani under RIDF-XXXI of NABARD for the year 2025-26
2025_PWD_45926_164
CE/DEV/TB/60/2025-26/06 Dtd- 14.07.2025
Open Tender
Civil Works – Roads
Item Rate
270 days
Bokakhat
Please refer Tender Documents
5 documents required · 5 mandatory
₹5,860
₹5.9 L
Yes
CE, PWD(Roads), Assam, Chandmari, Ghy-3
7 Aug 2026
1 Aug 2025
21 Aug 2025
1 Aug 2025
21 Aug 2025
1 Aug 2025
1 Aug 2025 - 2 Aug 2025
4 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1) 2 No. Goroimari Ali : 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 .(A) In area of non thorny jungle | - | Hec. | 52,995.08 | - |
| 2 | 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 | 1 | CuM | 258.21 | ₹257.95 |
| 3 | 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 | CuM | 339.68 | ₹339.34 |
| 4 | 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. For Grading ll Material | 1 | CuM | 2,840.82 | ₹2,837.98 |
| 5 | 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/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. WBM Gr-lll | 1 | CuM | 4,583.37 | ₹4,578.79 |
| 6 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.a)Including Edge block/ Edge restraints | 1 | Sqm | 1,161.08 | ₹1,159.92 |
| 7 | Construction of 1000mm dia NP-3 HP Culvert : 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. | - | CuM | 127.69 | - |
| 8 | PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109 | 1 | CuM | 6,036.57 | ₹6,030.53 |
| 9 | Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding | 1 | CuM | 1,558.04 | ₹1,556.48 |
| 10 | Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4) | - | CuM | 7,450.77 | - |
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