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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC BUHAKURI BAGALIJAN HOUSE NO 216 P O BORDOLONI P S GOGAMUKH DIST DHEMAJI PIN 787026 | DHEMAJI | ASSAM | 787026 | ₹30.0 L | L1 | Accepted-AOC Awarded as L1 bidder |
| 2 | L2₹30.0 LRejected-AOC | ₹30.0 L | L2 | Rejected-AOC Work not awarded |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-EMD amount not submitted |
| Sl No | Description | Qty | Unit | Pulak Chutia L1 | Jatin Hazarika L2 |
|---|---|---|---|---|---|
| 1.00 | 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.
(i) By Manual Means
(a) In area of non thorny jungle | 0.04 | Hact. | 55,810.6 ₹2,511.48 | 56,079.79 ₹2,523.59 |
| 2.00 | 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 | 300 | Cum | 134.47 ₹40,341 | 135 ₹40,500 |
| 3.00 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | 750 | Cum | 3,805.92 ₹28.5 L | 3,806 ₹28.5 L |
| 4.00 | 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 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 | 360.06 | Cum | 271.92 ₹97,907.52 | 273.5 ₹98,476.41 |
Tender Value
₹30.0 L
EMD Value
₹59,910
Closing Date
8 Jan 2026, 2:00 pmClosed
EE, PWRD, Dhemaji TRD, Dhemaji
O/o the EE, PWRD, Dhemaji TRD, Dhemaji
Recovery and Reconstruction of Moridhal Lakhipathar to Subahi Road under NDRF(PDNA-2022) for the year 2025-26 under Dhemaji TRD, Dhemaji LAC
2025_PWD_49579_1
DMJ/TRD/NDRF (PDNA)-01/2025-26/10-17 Dtd 20/12/2025
Open Tender
Civil Works
120 days
Dhemaji
Please refer Tender documents.
3 documents required · 3 mandatory
₹900
₹59,910
Yes
3 Mar 2026
23 Dec 2025
9 Jan 2026
23 Dec 2025
8 Jan 2026
26 Dec 2025
23 Dec 2025 - 8 Jan 2026
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. (i) By Manual Means (a) In area of non thorny jungle
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
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
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
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