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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.1 LAdmitted-Finance | ₹40.1 L | L1 | Admitted-Finance |
| 2 | L2₹41.2 LAdmitted-Finance | ₹41.2 L | L2 | Admitted-Finance |
| 3 | L3₹44.0 LAdmitted-Finance | ₹44.0 L | L3 | Admitted-Finance |
| 4 | L4₹44.5 LAdmitted-Finance | ₹44.5 L | L4 | Admitted-Finance |
| 5 | L5₹44.5 LAdmitted-Finance BANGAON PO BANAGRAM PS BELSOR DISTRICT NALBARI PIN 781303 | NALBARI | ASSAM | 781303 | ₹44.5 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SEHNOWAZ AMIN L7 | APURBA BEZBARUAH L6 | Sri Kishor Kalita L3 | mukshedul islam L8 | M/S POWER & CONTROL L1 | Sri Rubul Bhatta L4 | M/S KUSUM ENTERPRISE L9 | SRI BIMAN JYOTI DEKA L5 | SANKAR DEKA 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 | 0.11 | Hect | 45,083.18 ₹4,868.98 | 48,245.9 ₹5,210.56 | 34,761.14 ₹3,754.20 | 48,553.81 ₹5,243.81 | 40,896.45 ₹4,416.82 | 45,202 ₹4,881.82 | 48,139.89 ₹5,199.11 | 45,449.65 ₹4,908.56 | 42,646.19 ₹4,605.79 |
| 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 | 1,011.69 | Cum | 240 ₹2.4 L | 204 ₹2.1 L | 180 ₹1.8 L | 233.85 ₹2.4 L | 200 ₹2.0 L | 220.25 ₹2.2 L | 234 ₹2.4 L | 222 ₹2.2 L | 203.94 ₹2.1 L |
| 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 | 176.44 | Cum | 250 ₹44,110 | 317 ₹55,931.48 | 190 ₹33,523.60 | 307.63 ₹54,278.34 | 262 ₹46,227.28 | 289.74 ₹51,121.73 | 317 ₹55,931.48 | 289 ₹50,991.16 | 268.28 ₹47,335.32 |
| 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. | 72 | Cum | 3,000 ₹2.2 L | 2,513 ₹1.8 L | 2,600 ₹1.9 L | 2,513.5 ₹1.8 L | 2,135 ₹1.5 L | 2,369 ₹1.7 L | 2,513 ₹1.8 L | 2,367 ₹1.7 L | 2,192 ₹1.6 L |
| 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 | 43.2 | Cum | 5,000 ₹2.2 L | 4,085 ₹1.8 L | 4,800 ₹2.1 L | 4,083.62 ₹1.8 L | 3,466 ₹1.5 L | 3,846 ₹1.7 L | 4,083 ₹1.8 L | 3,848 ₹1.7 L | 3,561.29 ₹1.5 L |
| 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) | 2,582.25 | Sqm | 971.92 ₹25.1 L | 1,021 ₹26.4 L | 908 ₹23.4 L | 1,051.55 ₹27.2 L | 892 ₹23.0 L | 990.41 ₹25.6 L | 1,051 ₹27.1 L | 990 ₹25.6 L | 917.05 ₹23.7 L |
| 7.00 | Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5
I Random rubble masonry in case of stone pitching laid with cement mortar (1:5) | 319.95 | Cum | 4,500 ₹14.4 L | 4,241 ₹13.6 L | 4,500 ₹14.4 L | 4,248.88 ₹13.6 L | 3,606 ₹11.5 L | 4,001.72 ₹12.8 L | 4,248 ₹13.6 L | 4,000 ₹12.8 L | 3,705.3 ₹11.9 L |
Tender Value
₹55.0 L
EMD Value
₹1.1 L
Closing Date
12 Feb 2026, 2:00 pmClosed
EE, PWRD, NDTRD, Nalbari
O/o the EE, PWRD, NDTRD, Nalbari
Recovery and Reconstruction of Jagara Goalpara(Gopalthan) LP School to Khakharisal road under NDRF (PDNA-2022) for the year 2025-26.
2026_PWD_50632_19
Tech/NDTRD/NIT/1028/4296 dated 28.01.2026
Open Tender
Civil Works – Roads
90 days
Nalbari
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,100
₹1.1 L
Yes
15 Mar 2026
3 Feb 2026
13 Feb 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
3 Feb 2026 - 12 Feb 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)
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 I Random rubble masonry in case of stone pitching laid with cement mortar (1:5)
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