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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.0 LAccepted-AOC PANIGAON BELSAR NALBARI ASSAM | BELSAR | NALBARI | ASSAM | ₹40.0 L | L1 | Accepted-AOC Awarded to L1 bidder |
| 2 | L2₹40.0 L+₹1,104 (0.03%)Rejected-Finance | ₹40.0 L+₹1,104 (0.03%) | L2 | Rejected-Finance Rejected by CE |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy not submitted. |
| Sl No | Description | Qty | Unit | Sri Nripen Deka L1 | JOHNTI AHMED L2 |
|---|---|---|---|---|---|
| 1.00 | Cleraing and grubbing road land including uprooting wild vegetation, grass,bushes,shrubs,sapling and trees of girth upto 300mm,removal of stumps of such trees cut earlier and disposal of unservicable materials and stacking of servicable materials to be used or auctined ,upto a lead of 1000m including removal and disposa of top organic soil not exceeding 150mm in thickness as per tech. spf. cl.201.(i) By manual means (A) In non throny jungle Area | 0.28 | Hect | 55,800.49 ₹15,400.94 Lowest | 55,800.49 ₹15,400.94 Lowest |
| 2.00 | Const. of embankment with approved material obtained from borrowpits with a lift upto 1.5m transporting to site ,spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per tech. spf.cl.301.5 (i) Private land | 1,672.13 | Cum | 271 ₹4,53,148.59 Lowest | 271 ₹4,53,148.59 Lowest |
| 3.00 | Const. of sub grade and earthen shoulder with approved material obtained from borrowpit with all lifts and lead,transporting to site,spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per tech. spf. cl. 303.1 (i) Private land | 326.14 | Cum | 357 ₹1,16,431.98 Lowest | 357 ₹1,16,431.98 Lowest |
| 4.00 | Const. 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 compaction with smooth wheel roller to achieve the desired density, complete as per tech. specification clause 401. (ii) Grading II materials. | 241.5 | Cum | 2,967 ₹7,16,530.5 Lowest | 2,967 ₹7,16,530.5 Lowest |
| 5.00 | Providing ,laying, spreading and compacting stone aggregate 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 aggr. watering and compacting to the required density Grading -3 as per tech .spf. cl.405 (A) By manual means | 120.75 | Cum | 4,800 ₹5,79,600 Lowest | 4,800 ₹5,79,600 Lowest |
| 6.00 | Providing and laying interlocking concrete block pavement (M-40) having thickness 80mm as per technical specification clause 1504 (inclusive of edge restrain and carriage) | 1,610 | Sqm | 1,223 ₹19,69,030 Lowest | 1,223 ₹19,69,030 Lowest |
| 7.00 | Single bamboo spur and palisading of whole 1st class bamboo (Bholuka or Barua) 85 mm to 100 mm dia. Closely packed & driven including fitting, fixing with half 2nd class bamboo (jati or Bethua) horizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush A.Driven at least 900 mm below ground and 1800 mm above ground | 92 | Rm | 1,614 ₹1,48,488 Lowest | 1,626 ₹1,49,592 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
20 Jan 2026, 2:00 pmClosed
EE, PWRD, NDTRD, Nalbari
O/o the EE, PWRD, NDTRD, Nalbari
Recovery and Reconstruction of Kutnikuchi road under NDRF (PDNA-2022) for the year 2025-26.
2026_PWD_49922_15
Tech/NDTRD/NIT/1028/4212 dated 03.01.2026
Open Tender
Civil Works – Roads
Item Rate
90 days
Nalbari
Please refer Tender documents.
5 documents required · 5 mandatory
₹800
₹80,000
Yes
1 Aug 2026
8 Jan 2026
21 Jan 2026
8 Jan 2026
20 Jan 2026
8 Jan 2026
8 Jan 2026 - 20 Jan 2026
Cleraing and grubbing road land including uprooting wild vegetation, grass,bushes,shrubs,sapling and trees of girth upto 300mm,removal of stumps of such trees cut earlier and disposal of unservicable materials and stacking of servicable materials to be used or auctined ,upto a lead of 1000m including removal and disposa of top organic soil not exceeding 150mm in thickness as per tech. spf. cl.201.(i) By manual means (A) In non throny jungle Area
Const. of embankment with approved material obtained from borrowpits with a lift upto 1.5m transporting to site ,spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per tech. spf.cl.301.5 (i) Private land
Const. of sub grade and earthen shoulder with approved material obtained from borrowpit with all lifts and lead,transporting to site,spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per tech. spf. cl. 303.1 (i) Private land
Const. 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 compaction with smooth wheel roller to achieve the desired density, complete as per tech. specification clause 401. (ii) Grading II materials.
Providing ,laying, spreading and compacting stone aggregate 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 aggr. watering and compacting to the required density Grading -3 as per tech .spf. cl.405 (A) By manual means
Providing and laying interlocking concrete block pavement (M-40) having thickness 80mm as per technical specification clause 1504 (inclusive of edge restrain and carriage)
Single bamboo spur and palisading of whole 1st class bamboo (Bholuka or Barua) 85 mm to 100 mm dia. Closely packed & driven including fitting, fixing with half 2nd class bamboo (jati or Bethua) horizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush A.Driven at least 900 mm below ground and 1800 mm above ground
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