Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | ₹1.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 LRejected-Finance | ₹1.5 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | ABDUL JABBAR M L2 | Muhammed Yoonus M L1 |
|---|---|---|---|---|---|
| 1.00ROAD RETARRING | |||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65) | 16.8 | sqm | 414.69 ₹6,966.79 | 414.69 ₹6,966.79 |
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 24 | sqm | 320.6 ₹7,694.40 | 320.6 ₹7,694.40 |
| 1.00 | 5.2.1a: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 Specification Clause 503. | 417 | sqm | 15.5 ₹6,463.50 | 14.89 ₹6,209.13 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) or 13.2 mm to 0.9 mm (Type-B) 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 By Manual Means :- Type A (II) Bitumen (S-65) | 417 | sqm | 300.52 ₹1.3 L | 298.76 ₹1.2 L |
| 1.00 | OD261567/2025-2026:Providing and fixing granite of any colour and shade for name board of required size laid over base of cement mortar 1:4 (1cement 4 course sand ) including all charges etc complete at all levels including lettering and fixing 2.015-specification code : OD123332/2025-2026 | 1 | each set | 3,217 ₹3,217 | 3,172.22 ₹3,172.22 |
Tender Value
₹1.4 L
EMD Value
₹3,425
Closing Date
3 Nov 2025, 5:00 pmClosed
Asst.Engineer
Municipal office Manjeri
Annual Plan-Manjeri Municipality 2025-26 , Project No-809- Improvement work of Kolanthodi road in ward no46-General Civil Work
2025_LSGD_815389_9
2716147/25/7
Open Tender
Civil Works - Roads
300 days
Manjeri
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹3,425
Yes
4 Jun 2026
27 Oct 2025
5 Nov 2025
27 Oct 2025
3 Nov 2025
27 Oct 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1365425.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.30 MB
BOQ_1365425.xls
BOQ • 0.30 MB
viewnit.pdf
Tender Documents • 0.03 MB
viewsbd.pdf
Tender Documents • 1.64 MB
Download all tender documents and submit your bid