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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.6 LAccepted-AOC | ₹62.6 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹63.2 L+₹62,580 (1.00%)Rejected-AOC | ₹63.2 L+₹62,580 (1.00%) | L2 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | SAMARESH DAS L2 | Sri Anup Jyoti Bora L1 |
|---|---|---|---|---|---|
| 1.00 | 1) Durgapur to Hatimarajan
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. | 4,507.5 | sqm | 8.35 ₹37,649.8 | 5 ₹22,537.5 Lowest |
| 2.00 | 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 | 563.44 | cum | 2,274.99 ₹12,81,823.01 | 2,250 ₹12,67,740 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 | 896.41 | sqm | 84.11 ₹75,399.79 | 50 ₹44,820.64 Lowest |
| 4.00 | Earthwork in excavation for structures and technical as per drawing 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 bottorn and backfilling in trenches with excavated suitable material. | 23.85 | cum | 128.97 ₹3,075.86 | 100 ₹2,385 Lowest |
| 5.00 | Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding | 5.73 | cum | 1,573.62 ₹9,016.84 | 1,000.02 ₹5,730.11 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 3/9.3 cement mortar 1:2 but excluding 2 excavation, protection works, backfilling. concrete and masonry works in head walls and parapets Clause 1106. 600mm dia. | 15 | Rm | 3,304.97 ₹49,574.59 Lowest | 4,500 ₹67,500 |
| 7.00 | Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling | 21.45 | cum | 1,660.7 ₹35,622.07 | 1,200 ₹25,740 Lowest |
| 8.00 | II) Amguri Dagaon to Christianbasti cremation ground
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. | 4,507.5 | sqm | 8.35 ₹37,649.8 | 5 ₹22,537.5 Lowest |
| 9.00 | 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 | 563.44 | cum | 2,230.74 ₹12,56,886.17 Lowest | 2,250 ₹12,67,740 |
| 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 | 900 | sqm | 84.11 ₹75,701.52 | 50 ₹45,000 Lowest |
Tender Value
₹62.6 L
EMD Value
₹1.3 L
Closing Date
11 Aug 2025, 2:00 pmClosed
Chief Engineer, PWD Roads
O/O Chief Engineer PWD(Roads)Assam ,Chandmari, Ghy
Improvement of Earthen Rd frm i)Durgapr to Hatimarajan ii) AmguriDagaon to Christianbasti cremation ground iii) Nababanti to Teteliguri iv) 3/4 Santipur to Nabamilanpur v) Tribeni LP schl to MV rd ,with (GWC) under SOPD-G for 2025-26
2025_PWD_45818_44
CE/Commn/16/2025-26/04
Open Tender
Civil Works – Roads
Item Rate
120 days
Sarupathar
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,300
₹1.3 L
Yes
O/O Chief Engineer PWD Roads Assam ,Chandmari, Ghy
5 Mar 2026
23 Jul 2025
11 Aug 2025
23 Jul 2025
11 Aug 2025
23 Jul 2025
23 Jul 2025 - 11 Aug 2025
28 Jul 2025
Amount
1) Durgapur to Hatimarajan 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.
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 and technical as per drawing 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 bottorn and backfilling in trenches with excavated suitable material.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(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 3/9.3 cement mortar 1:2 but excluding 2 excavation, protection works, backfilling. concrete and masonry works in head walls and parapets Clause 1106. 600mm dia.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
II) Amguri Dagaon to Christianbasti cremation ground 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.
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 and technical as per drawing 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 bottorn and backfilling in trenches with excavated suitable material.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(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 3/9.3 cement mortar 1:2 but excluding 2 excavation, protection works, backfilling. concrete and masonry works in head walls and parapets Clause 1106. 600mm dia.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
III) Nababanti to Teteliguri, 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.
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 and technical as per drawing 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 bottorn and backfilling in trenches with excavated suitable material.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(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 3/9.3 cement mortar 1:2 but excluding 2 excavation, protection works, backfilling. concrete and masonry works in head walls and parapets Clause 1106. 600mm dia.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
IV) 3/4 Santipur to Nabamilanpur, 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.
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 and technical as per drawing 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 bottorn and backfilling in trenches with excavated suitable material.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(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 3/9.3 cement mortar 1:2 but excluding 2 excavation, protection works, backfilling. concrete and masonry works in head walls and parapets Clause 1106. 600mm dia.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
V) Tribeni LP school to MV 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.
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 and technical as per drawing 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 bottorn and backfilling in trenches with excavated suitable material.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(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 3/9.3 cement mortar 1:2 but excluding 2 excavation, protection works, backfilling. concrete and masonry works in head walls and parapets Clause 1106. 600mm dia.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
SAMARESH DAS (BID ID -275859)
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