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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.1 LAccepted-AOC | ₹94.1 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹95.1 LRejected-AOC | ₹95.1 L | L2 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | SAMARESH DAS L1 | MREEGENSAHARIAH L2 |
|---|---|---|---|---|---|
| 1.00 | I) Da Chuk to Panjan 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. | 3,007.5 | sqm | 8.27 ₹24,872.02 | 8.35 ₹25,120.75 |
| 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 | 375.94 | cum | 2,036.96 ₹7.7 L | 2,057.33 ₹7.7 L |
| 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 | 580.82 | sqm | 83.28 ₹48,370.79 | 84.11 ₹48,854.50 |
| 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 | 127.69 ₹3,045.41 | 128.97 ₹3,075.86 |
| 5.00 | Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding | 5.73 | cum | 1,558.04 ₹8,927.57 | 1,573.62 ₹9,016.84 |
| 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 | 3,272.25 ₹49,083.75 | 3,304.97 ₹49,574.59 |
| 7.00 | Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling | 21.45 | cum | 1,644.26 ₹35,269.38 | 1,660.7 ₹35,622.07 |
| 8.00 | II)At Turung Gaon
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. | 3,007.5 | sqm | 8.27 ₹24,872.02 | 8.35 ₹25,120.75 |
| 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 | 375.94 | cum | 1,929.2 ₹7.3 L | 1,948.49 ₹7.3 L |
| 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 | 600 | sqm | 83.28 ₹49,968 | 84.11 ₹50,467.68 |
Tender Value
₹94.1 L
EMD Value
₹1.9 L
Closing Date
11 Aug 2025, 2:00 pmClosed
Chief Engineer, PWD Roads
O/O Chief Engineer PWD(Roads)Assam ,Chandmari, Ghy
Imp of Erthn Rd fm i)Da Chk to Pnjanii)Turng Gaon iii)Naojan Forst iv)DVN to Tngaholla v)Naojan Adarsa vi)Neog chuk to pub Naojan vii)Gndhokri Jtiya vdyly to Pub Najnaviii)Lnk Rd betwn Trng Gaon and Kusal Knwr Ali ix)Nhrani toDVN undr SOPD-G fr 25-26
2025_PWD_45818_47
CE/Commn/16/2025-26/04
Open Tender
Civil Works – Roads
120 days
Sarupathar
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,900
₹1.9 L
Yes
O/O Chief Engineer PWD Roads Assam ,Chandmari, Ghy
7 May 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
I) Da Chuk to Panjan 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
II)At Turung Gaon 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)Naojan Forest Village 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)DVN to Tengaholla 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)At Naojan Adarsha Village 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
Vi)Neog Chuk 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
Vii)Gondhokoroi Jatiya vidyalaya 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
Viii)Link Road between Turunggaon 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
ix)Nahoroni to DVN with Gravel 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
MREEGENSAHARIAH (BID ID -275687)
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