Loading
Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical NIL CITY TOWN BARPETA P O MANDIA P S BAGHBAR DISTRICT BARPETA PIN 781308 | BARPETA | ASSAM | 781308 | Accepted-Technical Technically Qualified |
| 2 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 3 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 4 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 5 | Accepted-Technical PANIGAON BELSAR NALBARI ASSAM | BELSAR | NALBARI | ASSAM | Accepted-Technical Technically Qualified |
Tender Value
₹75 L
EMD Value
₹1.5 L
Closing Date
24 Jul 2026, 2:00 pmClosed
Executive Engineer PWRD
O/o EE BMCTRD Barpeta
Recovery and Reconstruction of Pachim Chaysimana to Baladmari via Rahmania MEM Road under NDRF(PDNA-22) for the year 2025-26 PKg no As-01-211
2026_PWD_53121_1
BMCTRD/NDRF/2025-26/CHE_13
Open Tender
Civil Works – Roads
Item Rate
90 days
Barpeta
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,500
Yes
₹1.5 L
Yes
26 Aug 2026
17 Jul 2026
24 Jul 2026
17 Jul 2026
24 Jul 2026
17 Jul 2026
17 Jul 2026 - 24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m, transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per Technical specification clause 301.5 i) Private land | 0.4 | Cum | 228.5 | ₹91.4 |
| 2 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead up to 1000m as per technical Specification clause 303.1. (i) Private Land | 0.4 | Cum | 300.6 | ₹120.24 |
| 3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers by tractor with grading attachment 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 Cl. 401 | - | Cum | - | - |
| 4 | Water Bound Macadam : (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 Specifiction Clause 405.(A) By Manual Means | 0.2 | Cum | 5,297.86 | ₹1,054.27 |
| 5 | Prime Coat : Providing and applying primer coat with bitumen emulsion (CSS-1)on prepared surface of granular base /WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70 -1.00 kg/sqm. Using mechanical means as per technical specification clause 502 | - | Sqm | 35.2 | - |
| 6 | Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared Bituminous surface cleaned with Hydraulic broom as per technical pacification clause 503 . | - | Sqm | 11.8 | - |
| 7 | 20mm think Open-Graded PremixCarpet using Bituminous (penetration grade/modified bitumen) Binder. Providing, laying and rolling of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to equired line, grade and level to a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity, finished followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (II)(ii):- Case-II By Mechanical Means: Bitumen (S-90). | - | Sqm | 1 | - |
| 8 | Seal coat. 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 and Type C as per Technical specification 510 (A)3(i):- By Manual Means, case-III: Type C : Bitumen (S-90) | - | Sqm | 1 | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.07 MB
Tendernotice_2.pdf
PDF • 0.05 MB
Tendernotice_3.pdf
PDF • 9.51 MB
BOQ_83697.xls
BOQ • 0.23 MB
ModifiedTenderSchedule.pdf
PDF • 0.47 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .