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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 LAccepted-AOC C O BACHH RAJ BUCHA WARD NO 1 NT ROAD PO PS KHARUPETIA DARRANG ASSAM PIN 784115 | KHARUPETIA | DARRANG | ASSAM | 784115 | L1 | Accepted-AOC Work Order Issued | |
| 2 | L2₹14.7 L+₹7,845.31 (0.54%)Rejected-AOC C O LT BASANTA TALUKDAR WARD NO 3 DIPTI NAGAR PO PS RANGIA KAMRUP ASSAM PIN 781354 | RANGIA | KAMRUP | ASSAM | 781354 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MANOJ TALUKDAR L2 | DEEPAK KUMAR BUCHA L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of road from Balijan to Nepali Basti Road Heavy dressing of the existing road including dressing high spots and filling low spots, 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. | 600 | sq.m. | 3 ₹1,800 | 1.98 ₹1,188 Lowest |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (ii) From Private Land | 619.65 | cu.m. | 258.21 ₹1,59,999.83 Lowest | 258.21 ₹1,59,999.83 Lowest |
| 3.00 | 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. (ii) From Private Land | 60 | cu.m. | 339.68 ₹20,380.8 Lowest | 339.68 ₹20,380.8 Lowest |
| 4.00 | 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 | 90 | cu.m. | 2,700 ₹2,43,000 | 2,628.95 ₹2,36,605.5 Lowest |
| 5.00 | Construction of road from NH-15 to Sirajuli Crematory (Somshan) Road Heavy dressing of the existing road including dressing high spots and filling low spots, 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. | 600 | sq.m. | 1.98 ₹1,188 Lowest | 1.98 ₹1,188 Lowest |
| 6.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (ii) From Private Land | 620 | cu.m. | 258.21 ₹1,60,090.2 Lowest | 258.21 ₹1,60,090.2 Lowest |
| 7.00 | 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. (ii) From Private Land | 60 | cu.m. | 339.68 ₹20,380.8 Lowest | 339.68 ₹20,380.8 Lowest |
| 8.00 | 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 | 90 | cu.m. | 2,628.95 ₹2,36,605.5 Lowest | 2,628.95 ₹2,36,605.5 Lowest |
| 9.00 | Construction of road from Singri Sishu Niketon to Singri Bangali Road (Singri Out post Road) Heavy Dressing Heavy dressing of the existing road including dressing high spots and filling low spots, 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. | 600 | sqm. | 1.98 ₹1,188 Lowest | 1.98 ₹1,188 Lowest |
| 10.00 | Earthwork Construction of Embankment with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (ii) From Private Land | 620 | cum. | 258.21 ₹1,60,090.2 Lowest | 258.21 ₹1,60,090.2 Lowest |
Tender Value
₹14.6 L
EMD Value
₹29,250
Closing Date
8 Aug 2025, 2:00 pmClosed
CE (Roads), PWRD, Assam, Chandmari, Ghy-3
O/O The CE (Roads), PWRD, Assam, Chandmari, Ghy-3
STBR/SOPD-G/Dhekiajuli -04/116 Construction of road from Balijan to Nepali Basti Road, Construction of road from NH-15 to Sirajuli Crematory (Somshan) Road, and Construction of road from Singri Sishu Niketon to Singri Bangali Road (Singri Out post R
2025_PWD_45820_19
CE/STBR/SOPD-G/NIT/07/2025 26/1 Dated 26-06-2025
Open Tender
Civil Works – Roads
Item Rate
365 days
Dhekiajuli
Please refer Tender documents.
5 documents required · 5 mandatory
₹293
₹29,250
Yes
O/O The CE (Roads), PWRD, Assam, Chandmari, Ghy-3
6 Mar 2026
22 Jul 2025
11 Aug 2025
22 Jul 2025
8 Aug 2025
22 Jul 2025
22 Jul 2025 - 8 Aug 2025
30 Jul 2025
Amount
Construction of road from Balijan to Nepali Basti Road Heavy dressing of the existing road including dressing high spots and filling low spots, 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 embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (ii) From Private Land
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. (ii) From Private Land
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
Construction of road from NH-15 to Sirajuli Crematory (Somshan) Road Heavy dressing of the existing road including dressing high spots and filling low spots, 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 embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (ii) From Private Land
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. (ii) From 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
Construction of road from Singri Sishu Niketon to Singri Bangali Road (Singri Out post Road) Heavy Dressing Heavy dressing of the existing road including dressing high spots and filling low spots, 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.
Earthwork Construction of Embankment with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (ii) From Private Land
Construction of Subgrade and Earthen Shoulders 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. (ii) From Private Land
Construction of Single Row HP Culvert 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.
PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding
Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)
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. B)1000mm dia.
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
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
MANOJ TALUKDAR (BID ID -274876)
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