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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.5 LAccepted-AOC | ₹37.5 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹37.5 LRejected-AOC JILIKA PATH OPP KALAKHETRA CITY TOWN GUWAHATI PO BAGHORBARI PS DISPUR DIST KAMRUP M PIN 781037 | KAMRUP METRO | ASSAM | 781037 | ₹37.5 L | L2 | Rejected-AOC L2 BIDDER |
| Sl No | Description | Qty | Unit | utpal Chutia L1 | Utpal Doley L2 |
|---|---|---|---|---|---|
| 1.00 | Making up loss of materia/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate eqipment at OMC upto a lead of 1000 m as per technical specification clause 1903 | 900 | sqm | 201 ₹1.8 L | 85 ₹76,500 |
| 2.00 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(a) By manual means | 248.12 | cum | 4,300 ₹10.7 L | 3,582.25 ₹8.9 L |
| 3.00 | Construction of unreinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges,steel plates including levelling the formwork as per drawing) spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints,applying debonding strips,primer,sealant,dowelbars,near approaches to bridge/culverts and construction joints,admixture as approved,curingof concrete slabs for 14 days. | 335.5 | cum | 7,455 ₹25.0 L | 8,300 ₹27.8 L |
Tender Value
₹37.5 L
EMD Value
₹75,000
Closing Date
8 Jan 2026, 3:00 pmClosed
EE, Jonai TRD, Silapathar
O/o the Executive Engineer,PWRD, Jonai Territorial Road Division, Silapathar
Recovery and Reconstruction of Sissiborgaon Amguri Road to Garmara Chapori Road under NDRF (PDNA-2022) for the year 2025-26 under Jonai Territorial Road Division in Dhemaji District.
2026_PWD_49822_1
TB68/JTRD/PDNA-22/2025-26/2092 dtd 26/12/2025
Open Tender
Civil Works
Sissiborgaon
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,125
₹75,000
Yes
22 Mar 2026
1 Jan 2026
9 Jan 2026
1 Jan 2026
8 Jan 2026
1 Jan 2026
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (a) By manual means
Construction of unreinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges,steel plates including levelling the formwork as per drawing) spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints,applying debonding strips,primer,sealant,dowelbars,near approaches to bridge/culverts and construction joints,admixture as approved,curingof concrete slabs for 14 days.
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