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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹26.5 LAccepted-AOC | ₹26.5 L | 1 | Accepted-AOC L1 |
| 2 | 2₹26.5 L+₹1,661.47 (0.06%)Rejected-AOC PUB JYOTI NAGAR GUWAHATI P O BAMUNIMAIDAM DISTRICT KAMRUP OLD ASSAM PIN 781021 | KAMRUP METRO | ASSAM | 781021 | ₹26.5 L+₹1,661.47 (0.06%) | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | UPEN DEKA L2 | ZIAUR RAHMAN L1 |
|---|---|---|---|---|---|
| 1.00 | 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
(i) Private Land | 553.83 | Cum | 300 ₹1,66,147.5 | 297 ₹1,64,486.03 Lowest |
| 2.00 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material | 45 | Cum | 3,300 ₹1,48,500 Lowest | 3,300 ₹1,48,500 Lowest |
| 3.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By manual means. 3) Grading No. 3 : Using stone Screening Type-A 13.2mm for Gr 3. | 22.5 | Cum | 5,200 ₹1,17,000 Lowest | 5,200 ₹1,17,000 Lowest |
| 4.00 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
(a) Including Edge block/ Edge restraints | 300 | Sqm | 1,210 ₹3,63,000 Lowest | 1,210 ₹3,63,000 Lowest |
| 5.00 | Supplying, filling and laying in loose with Geo-textile bags of Type-A(1.30m x 0.70m) madeof Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed.
b) without boat | 5,538 | Nos | 335 ₹18,55,230 Lowest | 335 ₹18,55,230 Lowest |
Tender Value
₹26.5 L
EMD Value
₹53,000
Closing Date
9 Jan 2026, 4:00 pmClosed
Executive Engineer PWRD MDSTRD
O/o Executive Engineer PWRD MDSTRD
Recovery and Reconstruction of Simaluguri Mazgaon to Daipam Road (Non PMGSY) under NDRF (PDNA -2022) for the year 2025-26.Road catagory Village Road
2025_PWD_49750_1
MDSTRD_DLG_PDNA_25_26_2
Open Tender
Civil Works – Roads
Item Rate
Dalgaon
Please refer Tender documents.
5 documents required · 5 mandatory
₹530
₹53,000
Yes
Mangaldai
9 Mar 2026
31 Dec 2025
10 Jan 2026
31 Dec 2025
9 Jan 2026
5 Jan 2026
2 Jan 2026
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 (i) Private Land
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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By manual means. 3) Grading No. 3 : Using stone Screening Type-A 13.2mm for Gr 3.
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints
Supplying, filling and laying in loose with Geo-textile bags of Type-A(1.30m x 0.70m) madeof Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. b) without boat
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