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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.2 LAccepted-AOC | ₹22.2 L | L1 | Accepted-AOC L1, so AOC is awarded |
| 2 | L2₹22.3 LRejected-AOC SILPUTA P S KHOWANG DIST DIBRUGARH PIN 7856876 | SIVASAGAR | ASSAM | 785687 | ₹22.3 L | L2 | Rejected-AOC L2, so AOC is not awarded |
| 3 | L3₹22.3 LRejected-AOC | ₹22.3 L | L3 | Rejected-AOC L3, so AOC is not awarded |
| Sl No | Description | Qty | Unit | Chitra Ranjan Gogi L3 | Sri. MANASH SANKAR DEHINGIA L2 | MAMU BORUAH L1 |
|---|---|---|---|---|---|---|
| 1.00 | Road No.1: Mohan Deodhai Path at Haldhibari Deodhai Gaon(L=0.73Km)
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 2,919.99 | Sqm | 8.27 ₹24,148.32 | 8.27 ₹24,148.32 | 8.27 ₹24,148.32 |
| 2.00 | 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 | 108.7 | Cum | 339.68 ₹36,923.22 | 339.68 ₹36,923.22 | 339.68 ₹36,923.22 |
| 3.00 | Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 277.86 | Cum | 2,628.95 ₹7.3 L | 2,628.95 ₹7.3 L | 2,628.95 ₹7.3 L |
| 4.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 15.9 | Cum | 200 ₹3,180 | 127.69 ₹2,030.27 | 127.69 ₹2,030.27 |
| 5.00 | Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding | 3.82 | Cum | 1,558.05 ₹5,951.75 | 1,558.05 ₹5,951.75 | 1,558.05 ₹5,951.75 |
| 6.00 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, | 10 | Rm | 3,272.26 ₹32,722.60 | 3,272.26 ₹32,722.60 | 3,272.26 ₹32,722.60 |
| 7.00 | Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108. (I) sand filling | 14.3 | Cum | 1,644.25 ₹23,512.78 | 1,644.25 ₹23,512.78 | 1,644.25 ₹23,512.78 |
| 8.00 | Road No.2: Indira Ali at Pathalibam (L=1.20Km)
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 4,800 | Sqm | 8.27 ₹39,696 | 8.27 ₹39,696 | 8.27 ₹39,696 |
| 9.00 | 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 | 178.24 | Cum | 339.68 ₹60,544.56 | 339.68 ₹60,544.56 | 339.68 ₹60,544.56 |
| 10.00 | Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 456.75 | Cum | 2,628.95 ₹12.0 L | 2,628.95 ₹12.0 L | 2,628.95 ₹12.0 L |
Tender Value
₹22.2 L
EMD Value
₹44,500
Closing Date
24 Dec 2025, 2:00 pmClosed
EE, PWRD, DCLKT TRD, Dibrugarh
O/o The Executive Engineer, PWRD, Dibrugarh, Chabua-Lahowal, Khowang and Tingkhong Territorial Road Division, Dibrugarh
Construction of i Mohan Deodhai Path at Haldhibari Deodhai Gaon L 0.73 Km, ii Indira Ali at Pathalibam L 1.20 Km
2025_PWD_49177_1
EE/DCLKT/NIT/SOPD-G/1/2025/5
Open Tender
Civil Works – Roads
90 days
Khowang
Please refer tender documents
4 documents required · 4 mandatory
₹700
₹44,500
Yes
12 Jun 2026
11 Dec 2025
24 Dec 2025
11 Dec 2025
24 Dec 2025
11 Dec 2025
11 Dec 2025 - 24 Dec 2025
Road No.1: Mohan Deodhai Path at Haldhibari Deodhai Gaon(L=0.73Km) Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
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
Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108. (I) sand filling
Road No.2: Indira Ali at Pathalibam (L=1.20Km) Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
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
Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108. (I) sand filling
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