Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹74.1 L+₹8.8 L (13.4%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M Chandrasekharan Unnithan L2 | SUNIL CHANDRAN L1 |
|---|---|---|---|---|---|
| 1.00APPENDIX A - REACTIVE MAINTENANCE | |||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 15 | cum | 2,813 ₹42,195 | 2,471.72 ₹37,075.8 Lowest |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 10 | cum | 2,910 ₹29,100 | 2,556.14 ₹25,561.4 Lowest |
| 1.00 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 15 | cum | 6,988 ₹1,04,820 | 6,137.48 ₹92,062.2 Lowest |
| 1.00 | 55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 10 | cum | 11,887 ₹1,18,870 | 10,439.72 ₹1,04,397.2 Lowest |
| 1.00 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 5,510 | sqm | 19 ₹1,04,690 | 18.2 ₹1,00,282 Lowest |
| 1.01 | OD87056/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) aggregates using penetration grade bitumen 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 a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 of MORD (Manual means) | 5,510 | sqm | 383 ₹21,10,330 | 337.85 ₹18,61,553.5 Lowest |
| 1.01 | OD86979/2026-2027:Dismantling of flexible pavements and sectioning the dismantled material and rerolling | 825 | sqm | 5.5 ₹4,537.5 | 5.21 ₹4,298.25 Lowest |
| 1.01 | 10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material | 825 | sqm | 677 ₹5,58,525 | 595.29 ₹4,91,114.25 Lowest |
| 1.01 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 25 | cum | 10,143 ₹2,53,575 | 8,908.44 ₹2,22,711 Lowest |
Tender Value
₹67.7 L
EMD Value
₹50,000
Closing Date
23 Sept 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer Roads Division Alappuzha
GENERAL-RM/2026-27/RC 2 Zone 3-One Year Running Contract for Various Roads under PWD Roads Section Kattanam in Alappuzha District-6 Road stretches for a total length of 26.90 Km-General Civil Work
2026_PWD_870280_1
PWD/RB/TR/11837/2026_5_1_1/1 The
Open Tender
Civil Works - Roads
Item Rate
365 days
Alappuzha
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
26 Sept 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
23 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX A - REACTIVE MAINTENANCE | |||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 15 | cum | - | - |
| 1.002 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 10 | cum | - | - |
| 1.003 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 15 | cum | - | - |
| 1.004 | 55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 10 | cum | - | - |
| 1.005 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 5,510 | sqm | - | - |
| 1.006 | OD87056/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) aggregates using penetration grade bitumen 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 a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 of MORD (Manual means) | 5,510 | sqm | - | - |
| 1.007 | OD86979/2026-2027:Dismantling of flexible pavements and sectioning the dismantled material and rerolling | 825 | sqm | - | - |
| 1.008 | 10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material | 825 | sqm | - | - |
| 1.009 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 25 | cum | - | - |
stage.html
html • 0.02 MB
finance_1474559.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.05 MB
preliminarysample.pdf
Tender Documents • 0.24 MB
BID.pdf
Tender Documents • 1.64 MB
affidavit.pdf
Additional Documents • 0.26 MB
tenderfoarm.pdf
Tender Documents • 0.42 MB
epaymentform.pdf
Tender Documents • 0.06 MB
Integrity.pdf
Additional Documents • 0.42 MB
BOQ_1474559.xls
BOQ • 0.33 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 .