Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | ₹3.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.9 LRejected-Finance | ₹3.9 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | MOIDUKUTTY EK L1 | faisal k L2 |
|---|---|---|---|---|---|
| 1.00Road Tarring | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 411.25 | sqm | 14.7 ₹6,045.38 | 16 ₹6,580 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 52.5 | cum | 3,449 ₹1.8 L | 3,550 ₹1.9 L |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity 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 | 525 | sqm | 75.8 ₹39,795 | 77 ₹40,425 |
| 1.00 | 5.2.3a:Tack Coat 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 525 | sqm | 16.3 ₹8,557.50 | 17 ₹8,925 |
| 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) | 525 | sqm | 275.3 ₹1.4 L | 280 ₹1.5 L |
| 1.01 | OD336473/2025-2026:Providing and fixing cloth banner of required size, approved shade and color including writing name of project and details. Area of name board up to 1.80x1.20 m | 2.7 | sqm | 407 ₹1,098.90 | 408 ₹1,101.60 |
Tender Value
Refer Docs
EMD Value
₹9,540
Closing Date
17 Nov 2025, 10:00 amClosed
Assistant Engineer
Assistant Engineer Municipal Office Perinthalmanna
Annual Plan-2025-26 PROJECT NO. 47- R E N N O V A T I O N O F M E S KALATHILAKKARA ROAD IN WARD22 AT PERINTHALMANNA MUNICIPALITYGeneral Civil Work
2025_LSGD_820380_1
11/ME/LIDandEW/PMNA/ET/2025-26
Open Tender
Civil Works - Roads
180 days
Perinthalmanna
Please refer Tender documents.
10 documents required · 10 mandatory
₹845
₹9,540
25 Apr 2026
10 Nov 2025
18 Nov 2025
10 Nov 2025
17 Nov 2025
10 Nov 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 • 0.34 MB
BOQ_1375538.xls
BOQ • 0.30 MB
47.rar
Tender Documents • 1.73 MB
Download all tender documents and submit your bid