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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.1 LAccepted-AOC JORHAT TITABOR TERRITORIAL ROAD DIVISION JORHAT ASSAM | JORHAT | ASSAM | 785001 | L1 | Accepted-AOC Allotted | |
| 2 | L2₹33.3 L+₹2.3 L (7.27%)Rejected-AOC JORHAT TITABOR TERRITORIAL ROAD DIVISION JORHAT ASSAM | JORHAT | ASSAM | 785001 | L2 | Rejected-AOC Rejected | |
| 3 | Not Admitted-Fee/PreQual/Technical C O BHUPEN BORBORUAH R R L TINIALI P O R R L PS PULIBOR JORHAT PIN 785006 | JORHAT | ASSAM | 785006 | - | Not Admitted-Fee/PreQual/Technical Others-Not Submitted No litigation certificate |
| Sl No | Description | Qty | Unit | Shantanu Madhab L1 | NISHANT GOGOI L2 |
|---|---|---|---|---|---|
| 1.00 | 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. | 7,440 | Hect | 6.94 ₹51,633.6 Lowest | 7.44 ₹55,353.6 |
| 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land | 1,001.92 | Cum | 216.63 ₹2,17,045.93 Lowest | 232.38 ₹2,32,826.17 |
| 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.
(i) Private Land | 225.22 | Cum | 284.99 ₹64,186.87 Lowest | 305.69 ₹68,849.03 |
| 4.00 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) | 765 | Cum | 115.19 ₹88,120.35 Lowest | 123.57 ₹94,531.05 |
| 5.00 | 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 | 184 | Cum | 69.87 ₹12,856.08 Lowest | 74.7 ₹13,744.8 |
| 6.00 | 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, commplete as per Technical Specification Clause 402 | 1,156.5 | Cum | 2,205.68 ₹25,50,868.92 Lowest | 2,366.06 ₹27,36,348.39 |
| 7.00 | Construction of 600 mm Dia HPC (Laying) | 4 | Each | 30,745.91 ₹1,22,983.64 Lowest | 32,986.74 ₹1,31,946.96 |
Tender Value
₹37.0 L
EMD Value
₹74,080
Closing Date
7 Nov 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE, PWRD, Jorhat and Titabor TRD
Office of the Executive Engineer, PWRD, Jorhat and Titabor Territorial Road Division, Jorhat-1
Improvement of Hatichungi Kochiyachuk, Jibakanta Bosti and Jugibheta to Chinatoli under SOPD_G under PWRD, Jorhat and Titabor Territorial Road Division for the year 2025_26 in Jorhat LAC
2025_PWD_48188_7
NIT/JTTRD/2024-25/001/1422
Open Tender
Civil Works – Roads
Item Rate
90 days
Jorhat
Please Refer Tender documents
6 documents required · 6 mandatory
₹1,115
₹74,080
Yes
11 Feb 2026
28 Oct 2025
7 Nov 2025
28 Oct 2025
7 Nov 2025
28 Oct 2025
Amount
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 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) 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. (i) Private Land
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition)
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, commplete as per Technical Specification Clause 402
Construction of 600 mm Dia HPC (Laying)
NISHANT GOGOI (BID ID -285775)
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