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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAccepted-AOC | ₹32.5 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹32.5 LRejected-AOC JILIKA PATH OPP KALAKHETRA CITY TOWN GUWAHATI PO BAGHORBARI PS DISPUR DIST KAMRUP M PIN 781037 | KAMRUP METRO | ASSAM | 781037 | ₹32.5 L | L2 | Rejected-AOC L2 BIDDER |
| Sl No | Description | Qty | Unit | JAYANTA CHUTIA L1 | Utpal Doley L2 |
|---|---|---|---|---|---|
| 1.00 | Embankment Construction with Material Obtained from Borrow Pits:
Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) From private land. | 994.59 | cum | 310 ₹3.1 L | 400 ₹4.0 L |
| 2.00 | Construction of sub grade & earthen shoulders : Construction of Sub grade & Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacting to meet requirement of Table 300.2 ith a lead upto 1000 m as per Technical Specification Clause 303.1 i) From private land. | 218.35 | cum | 320 ₹69,872 | 350 ₹76,422.50 |
| 3.00 | Granular Sub-base with coarse graded materials (Table : 400-1) : (A) By Mix in place Method:
Construction of Granular Sub-base by providing coarse Graded Materials, spreading in uniform LAYER 1s with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired complete as per cl. 401 (ii) For Grading i Material | 120.94 | cum | 2,500 ₹3.0 L | 2,150 ₹2.6 L |
| 4.00 | Water Bound Macadam Sub-base/base : 3)WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN 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 Grading 3 as per Technical Specification Clause 404. (A) By manual means | 72.56 | cum | 3,600 ₹2.6 L | 4,000 ₹2.9 L |
| 5.00 | Inter locking concrete Block pavement:
(A) Interlocking pavement block
(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage
(a) Including Edge block/ Edge restraints | 967.5 | sqm | 1,000 ₹9.7 L | 1,000 ₹9.7 L |
| 6.00 | 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 | 320 | cum | 3,410 ₹10.9 L | 3,350 ₹10.7 L |
| 7.00 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
(I) Stone/Boulder | 64.68 | cum | 2,300 ₹1.5 L | 2,000 ₹1.3 L |
| 8.00 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 32.34 | cum | 3,110 ₹1.0 L | 1,750 ₹56,595 |
Tender Value
₹32.5 L
EMD Value
₹65,000
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 Mechaki Tangani to Kareng Gaon Road under NDRF (PDNA-2022) for the year 2025-26 under Jonai Territorial Road Division in Dhemaji District.
2026_PWD_49854_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
₹975
₹65,000
Yes
23 Mar 2026
2 Jan 2026
9 Jan 2026
2 Jan 2026
8 Jan 2026
2 Jan 2026
Embankment Construction with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) From private land.
Construction of sub grade & earthen shoulders : Construction of Sub grade & Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacting to meet requirement of Table 300.2 ith a lead upto 1000 m as per Technical Specification Clause 303.1 i) From private land.
Granular Sub-base with coarse graded materials (Table : 400-1) : (A) By Mix in place Method: Construction of Granular Sub-base by providing coarse Graded Materials, spreading in uniform LAYER 1s with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired complete as per cl. 401 (ii) For Grading i Material
Water Bound Macadam Sub-base/base : 3)WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN 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 Grading 3 as per Technical Specification Clause 404. (A) By manual means
Inter locking concrete Block pavement: (A) Interlocking pavement block (i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage (a) Including Edge block/ Edge restraints
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
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (I) Stone/Boulder
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
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