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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC AGREEMENT EXECUTED BETWEEN CONTRACTOR AND AE |
| 2 | L2₹3.3 L+₹7,730.76 (2.42%)Rejected-AOC | ₹3.3 L+₹7,730.76 (2.42%) | L2 | Rejected-AOC HIGHER BID |
| Sl No | Description | Qty | Unit | M P PREMAN L2 | SATHYANANDAN L1 |
|---|---|---|---|---|---|
| 1.00TARRING | |||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 87.3 | cum | 62 ₹5,412.6 | 58.92 ₹5,143.72 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 29.1 | cum | 2,100 ₹61,110 | 2,091.88 ₹60,873.71 Lowest |
| 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 | 43.65 | cum | 3,110 ₹1,35,751.5 | 3,092.42 ₹1,34,984.13 Lowest |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 291 | sqm | 80 ₹23,280 | 74.17 ₹21,583.47 Lowest |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 291 | sqm | 18 ₹5,238 | 16.32 ₹4,749.12 Lowest |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 291 | sqm | 254 ₹73,914 | 241.27 ₹70,209.57 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.52 | cum | 7,550 ₹19,026 | 7,436.95 ₹18,741.11 Lowest |
| 1.01 | OD399390/2024-2025:Supplying and fixing name board of size 75cmx45cm made with GI Plane sheets
1.25mm thick (clacc III) fitted with 35x35x4mm MS Angle 2Nos horizondallyand 3
Nos verticallyto make a frame for strenthening the GI Sheet, fitted 2Nos 32mm GI
Pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4 ,
30cm X 30cmX30cm including cost and conveyance of all materials all labour charges
fabricating etc.completed | 1 | each | 3,500 ₹3,500 | 3,216.51 ₹3,216.51 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,461
Closing Date
22 Oct 2025, 6:00 pmClosed
ATHUL ARAVIND
Office of the Assistant Engineer, LID EW Section, Panoor Municipality
Annual Plan-PROJECT NO 587/24-KATTIL PALLI THAYULLATHIL MUKKU REMAINING PORTION TARRING -WARD 20-PANOOR MUNICIPALITY-General Civil Work
2025_LSGD_809337_36
AE/LSGD/PNR/11/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Office of Assistant Engineer, Panoor Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,461
Yes
2 Sept 2026
15 Oct 2025
24 Oct 2025
15 Oct 2025
22 Oct 2025
15 Oct 2025
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