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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.8 LAccepted-AOC BARIGAON DIGHALIPAR P O KACHARISON P S ORANG DIST UDALGURI PIN 784117 | SONITPUR | ASSAM | 784117 | ₹23.8 L | L1 | Accepted-AOC Lowest bid is accepted and contract is awarded to Sujashree Enterprise |
| 2 | L2₹24.0 LRejected-Finance | ₹24.0 L | L2 | Rejected-Finance Higher Bid Submitted |
| Sl No | Description | Qty | Unit | M/s Sujashree Enterprise L1 | Raju Mesh L2 |
|---|---|---|---|---|---|
| 1.00Construction Work (Road) | |||||
| 1.01 | 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
(I) Private Land | 538.2 | Cum | 271.92 ₹1.5 L | 274.64 ₹1.5 L |
| 1.02 | 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. Private Land | 24.4 | Cum | 357.71 ₹8,728.12 | 350 ₹8,540 |
| 1.03 | 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 Clause 401.
II) For Grading II Material | 29.25 | Cum | 3,448.92 ₹1.0 L | 3,483.41 ₹1.0 L |
| 1.04 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller 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 as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means- | 14.62 | Cum | 5,729.14 ₹83,788.67 | 5,786.43 ₹84,626.54 |
| 1.05 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.
a) including Edge block/Edge restraints | 195 | Cum | 1,222.73 ₹2.4 L | 1,230 ₹2.4 L |
| 1.06 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 45.6 | Cum | 5,358.75 ₹2.4 L | 5,412.34 ₹2.5 L |
| 1.07 | 14.2 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 | 224 | Cum | 4,707.76 ₹10.5 L | 4,754.84 ₹10.7 L |
| 1.08 | 14.5 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder | 136.8 | Cum | 3,675.91 ₹5.0 L | 3,712.67 ₹5.1 L |
Tender Value
₹23.8 L
EMD Value
₹47,600
Closing Date
28 Jan 2026, 2:00 pmClosed
Executive Engineer
Office of the E.E, Barchalla and Dhekiajuli TRD, Dhekiajuli
Recovery and Reconstruction of Balijan Kachari to Singri via Natun Jamuguri Road (Culvert No- 2/1) under NDRF (PDNA-2022) for the year 2025-26
2026_PWD_50261_1
BDTRD/NDRF/PDNA/25-26/04
Open Tender
Civil Works
90 days
Dhekiajuli
Please refer Tender Document
5 documents required · 5 mandatory
₹480
₹47,600
Yes
10 Mar 2026
16 Jan 2026
28 Jan 2026
16 Jan 2026
28 Jan 2026
16 Jan 2026
16 Jan 2026 - 20 Jan 2026
Construction Work (Road)
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 (I) 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. 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 Clause 401. II) For Grading II Material
Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller 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 as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means-
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage. a) including Edge block/Edge restraints
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
14.2 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
14.5 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder
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