Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC | ₹30.0 L | L1 | Accepted-AOC Responsive |
| 2 | L2₹30.0 LRejected-AOC 1 NO DULIAJAN C O JAI PRAKASH YADAV PO ANANDAPARA DULIAJAN DIBRUGARH ASSAM 786692 UDYAM AS 10 0001135 | DIBRUGARH | ASSAM | 786692 | ₹30.0 L | L2 | Rejected-AOC Non responsive |
| Sl No | Description | Qty | Unit | M/S Saturn Electricals L1 | M/s A.B. ENTERPRISE L2 |
|---|---|---|---|---|---|
| 1.00 | 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
(existing width of shoulder is considered 1.00 m) | 2,260 | Sqm | 87 ₹2.0 L | 87 ₹2.0 L |
| 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
(i) Private Land | 1,226.4 | Cum | 270 ₹3.3 L | 270 ₹3.3 L |
| 3.00 | 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 | 183.15 | Cum | 2,700 ₹4.9 L | 2,700 ₹4.9 L |
| 4.00 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surfaces , damaged edge and ravellingas per technical specification 1906 | 2,079.8 | Sqm | 311.66 ₹6.5 L | 311.66 ₹6.5 L |
| 5.00 | 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
(Provided only on WBM surface) | 2,079.8 | Sqm | 42 ₹87,351.39 | 42 ₹87,351.39 |
| 6.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,079.8 | Sqm | 16 ₹33,276.72 | 16 ₹33,276.72 |
| 7.00 | Providing laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregate either using penetration grade bitumin of emulsion to required line ,grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant ,laying and rolling with three wheel 80-100 KN static roller capacity ,finished to required level and grade to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 | 2,079.8 | Sqm | 150 ₹3.1 L | 150 ₹3.1 L |
| 8.00 | 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 , and Type C as per Technical Specification Clause 510 | 2,079.8 | Sqm | 150 ₹3.1 L | 150 ₹3.1 L |
| 9.00 | Supplying fitting and laying in loose with Geo Textile bags of type A ( 1.30x 0.70 M ) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevent ISO standard filled with special sand / silt form flood plain or adjacent char within a distance of 90 m of the work site including excavetion , filling geo bags with sand weighting 126.00 kg after fillin , stitching the mough of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) without Boat | 1,434.83 | Bag | 370 ₹5.3 L | 370 ₹5.3 L |
| 10.00 | Supply , Stiching and laying of non woven Geo textile Fabric sheet of 400 gsm | 200.42 | Sqm | 264.97 ₹53,105.29 | 269.96 ₹54,105.38 |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
31 Jan 2026, 2:00 pmClosed
Executive Engineer PWRD
O/o Executive Engineer Barpeta Mandia and Chenga TR Division Barpeta
Recovery and Reconstruction of Khudrakuchi Bankubhanga road RR under NDRF PDNA 2022 for the year 2025 26
2026_PWD_50414_1
BMCTRD/NDRF/2025-26/MAN_08
Open Tender
Civil Works – Roads
60 days
Barpeta
Please refer Tender documents.
4 documents required · 4 mandatory
₹600
₹60,000
Yes
19 Jun 2026
21 Jan 2026
3 Feb 2026
21 Jan 2026
31 Jan 2026
21 Jan 2026
21 Jan 2026 - 31 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
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surfaces , damaged edge and ravellingas per technical specification 1906
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 (Provided only on WBM surface)
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per 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 20 mm thickness composed of 13.2 mm to 5.6 mm aggregate either using penetration grade bitumin of emulsion to required line ,grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant ,laying and rolling with three wheel 80-100 KN static roller capacity ,finished to required level and grade to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508
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 Clause 510
Supplying fitting and laying in loose with Geo Textile bags of type A ( 1.30x 0.70 M ) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevent ISO standard filled with special sand / silt form flood plain or adjacent char within a distance of 90 m of the work site including excavetion , filling geo bags with sand weighting 126.00 kg after fillin , stitching the mough of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) without Boat
Supply , Stiching and laying of non woven Geo textile Fabric sheet of 400 gsm
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.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 • 0.11 MB
Tendernotice_2.pdf
PDF • 9.46 MB
Tendernotice_3.pdf
PDF • 0.19 MB
BOQ_80268.xls
BOQ • 0.23 MB
Download all tender documents and submit your bid