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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 LAccepted-AOC | ₹27.9 L | L1 | Accepted-AOC L1, so AOC is awarded |
| Sl No | Description | Qty | Unit | Mr. Arupjyoti Gohain L1 |
|---|---|---|---|---|
| 1.00 | Ghuguloni Chuk Connecting Road Heavy Dressing : 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 | 3,250 | Sqm | 8 ₹26,000 Lowest |
| 2.00 | Gravel/Soil-Aggregregate course(table 400.3):
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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 403 | Cum | 2,675 ₹10,78,025 Lowest |
| 3.00 | Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 1,300 | Sqm | 83 ₹1,07,900 Lowest |
| 4.00 | Cross drainage works- Proposed Hume Pipe Culvert of 600 mm dia: 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. For Bedding | 23.97 | Cum | 130 ₹3,116.1 Lowest |
| 5.00 | Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding | 5.73 | Cum | 1,562.93 ₹8,955.59 Lowest |
| 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, concrete and masonry works in head walls and parapets Clause 1106. 600mm dia. | 15 | Rm | 3,280 ₹49,200 Lowest |
| 7.00 | Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108. (I) sand filling | 21.45 | Cum | 1,650 ₹35,392.5 Lowest |
| 8.00 | Phatikasuwa Abhoipuria Gaon Road to Phatikasuwa Borbam Connecting Road Heavy Dressing : 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 | 3,750 | Sqm | 8 ₹30,000 Lowest |
| 9.00 | Gravel/Soil-Aggregregate course(table 400.3):
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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 470 | Cum | 2,675 ₹12,57,250 Lowest |
| 10.00 | Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 1,250 | Sqm | 83 ₹1,03,750 Lowest |
Tender Value
₹27.9 L
EMD Value
₹55,800
Closing Date
7 Feb 2026, 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) Ghuguloni Chuk Connecting Road (L 1.30 Km), (ii) Phatikasuwa Abhoipuria Gaon Road to Phatikasuwa Borbam Connecting Road (L 1.00 Km) by providing GWC and Cross Drainage works under SOPD-G for the year 2025-26
2025_PWD_49186_2
EE/DCLKT/NIT/SOPD-G/1/2025/5
Open Tender
Civil Works – Roads
Item Rate
90 days
Tingkhong
Please refer tender documents
4 documents required · 4 mandatory
₹800
₹55,800
Yes
5 Aug 2026
28 Jan 2026
7 Feb 2026
28 Jan 2026
7 Feb 2026
28 Jan 2026
28 Jan 2026 - 7 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Ghuguloni Chuk Connecting Road Heavy Dressing : 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 | 3,250 | Sqm | 8.27 | ₹26,877.5 |
| 2 | Gravel/Soil-Aggregregate course(table 400.3):
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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 403 | Cum | 2,672.8 | ₹10,77,138.4 |
| 3 | Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 1,300 | Sqm | 83.28 | ₹1,08,264 |
| 4 | Cross drainage works- Proposed Hume Pipe Culvert of 600 mm dia: 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. For Bedding | 23.97 | Cum | 127.7 | ₹3,060.97 |
| 5 | Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding | 5.73 | Cum | 1,558.03 | ₹8,927.51 |
| 6 | 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, concrete and masonry works in head walls and parapets Clause 1106. 600mm dia. | 15 | Rm | 3,272.25 | ₹49,083.75 |
| 7 | Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108. (I) sand filling | 21.45 | Cum | 1,644.26 | ₹35,269.38 |
| 8 | Phatikasuwa Abhoipuria Gaon Road to Phatikasuwa Borbam Connecting Road Heavy Dressing : 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 | 3,750 | Sqm | 8.27 | ₹31,012.5 |
| 9 | Gravel/Soil-Aggregregate course(table 400.3):
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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 470 | Cum | 2,672.8 | ₹12,56,216 |
| 10 | Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 1,250 | Sqm | 83.28 | ₹1,04,100 |
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