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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.2 LAdmitted-Finance | ₹28.2 L | L1 | Admitted-Finance |
| 2 | L2₹29.6 LAdmitted-Finance | ₹29.6 L | L2 | Admitted-Finance |
| 3 | L3₹29.8 LAdmitted-Finance | ₹29.8 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | UTPAL DEKA L1 | ANJU DEKA L3 | SANKAR DEKA L2 |
|---|---|---|---|---|---|---|
| 1.00 | Providing ,laying, spreading and compacting stone aggregate 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 aggr. watering and compacting to the required density Grading -3 as per tech .spf. cl.405 (A) By manual means | 182.81 | Cum | 3,615.49 ₹6.6 L | 3,817.02 ₹7.0 L | 3,795 ₹6.9 L |
| 2.00 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 2,437.5 | sqm | 33.72 ₹82,192.50 | 38 ₹92,625 | 35.5 ₹86,531.25 |
| 3.00 | Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor @ 0.25-0.30kg/sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503 | 2,437.5 | Sqm | 11.3 ₹27,543.75 | 12 ₹29,250 | 12 ₹29,250 |
| 4.00 | Providing ,laying, and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregate either using cold mix binder to requried line,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and rolling with a three wheel 80-100 Kn static roller capacity finished to required level and grades to be followed by seal coat of either type-A or Type B-or type -C as per technical specification clause 508. Using Cold mix Binder(Tailor made as per IRC:SP:100-2014) | 2,437.5 | Sqm | 178.07 ₹4.3 L | 188 ₹4.6 L | 187 ₹4.6 L |
| 5.00 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels ,grade and cross fall using Type A,Type B,Type c as per technical specification clause 510. | 2,437.5 | Sqm | 69.87 ₹1.7 L | 73 ₹1.8 L | 74 ₹1.8 L |
| 6.00 | Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5
I Random rubble masonry in case of stone pitching laid with cement mortar (1:5) | 344.25 | Cum | 3,977 ₹13.7 L | 4,199 ₹14.5 L | 4,175 ₹14.4 L |
| 7.00 | Const. of embankment with approved material obtained from borrowpits with a lift upto 1.5m transporting to site ,spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per tech. spf.cl.301.5 (i) Private land | 318.75 | Cum | 230.18 ₹73,369.88 | 231 ₹73,631.25 | 233.77 ₹74,514.19 |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
20 Jan 2026, 2:00 pmClosed
EE, PWRD, NDTRD, Nalbari
O/o the EE, PWRD, NDTRD, Nalbari
Recovery and Reconstruction of Barkhetri Banekuchi Danguapara road under NDRF (PDNA-2022) for the year 2025-26.
2026_PWD_49922_13
Tech/NDTRD/NIT/1028/4212 dated 03.01.2026
Open Tender
Civil Works – Roads
90 days
Nalbari
Please refer Tender documents.
5 documents required · 5 mandatory
₹700
₹70,000
Yes
15 Mar 2026
8 Jan 2026
21 Jan 2026
8 Jan 2026
20 Jan 2026
8 Jan 2026
8 Jan 2026 - 20 Jan 2026
Providing ,laying, spreading and compacting stone aggregate 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 aggr. watering and compacting to the required density Grading -3 as per tech .spf. cl.405 (A) By manual means
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor @ 0.25-0.30kg/sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503
Providing ,laying, and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregate either using cold mix binder to requried line,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and rolling with a three wheel 80-100 Kn static roller capacity finished to required level and grades to be followed by seal coat of either type-A or Type B-or type -C as per technical specification clause 508. Using Cold mix Binder(Tailor made as per IRC:SP:100-2014)
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels ,grade and cross fall using Type A,Type B,Type c as per technical specification clause 510.
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 I Random rubble masonry in case of stone pitching laid with cement mortar (1:5)
Const. of embankment with approved material obtained from borrowpits with a lift upto 1.5m transporting to site ,spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per tech. spf.cl.301.5 (i) Private land
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