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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC CHOKLI PO CHOKLI PIN 670672 | CHOKLI | KANNUR | KERALA | 670672 | L1 | Accepted-AOC AGREEMENT EXECUTED BETWEEN CONTRACTOR AND PANOOR MUNICIPALITY ENGINEERING WING | |
| 2 | L2₹4.1 L+₹11,955 (2.98%)Rejected-Finance | L2 | Rejected-Finance 2ND BID | |
| 3 | l3₹4.5 L+₹43,380 (10.8%)Rejected-Finance | l3 | Rejected-Finance HIGHEST BID |
| Sl No | Description | Qty | Unit | ANOOP KUMAR KVM L2 | RANJITH KUMAR K M L1 | ANANDAN K V M L3 |
|---|---|---|---|---|---|---|
| 1.00RETARRING | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 360 | sqm | 9 ₹3,240 Lowest | 9 ₹3,240 Lowest | 12 ₹4,320 |
| 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. <br>(ii) Using Gravel mix soil. | 9 | cum | 2,100 ₹18,900 Lowest | 2,100 ₹18,900 Lowest | 2,300 ₹20,700 |
| 1.00 | OD447846/2024-2025: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 408. &It:br&gt(ii) using departmental gravel mix soil. | 27 | cum | 184 ₹4,968 | 180 ₹4,860 Lowest | 200 ₹5,400 |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 54 | cum | 3,200 ₹1,72,800 | 3,100 ₹1,67,400 Lowest | 3,400 ₹1,83,600 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 360 | sqm | 76 ₹27,360 | 75 ₹27,000 Lowest | 78 ₹28,080 |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 360 | sqm | 17 ₹6,120 Lowest | 17 ₹6,120 Lowest | 17 ₹6,120 Lowest |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 360 | sqm | 245 ₹88,200 | 241 ₹86,760 Lowest | 260 ₹93,600 |
| 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) | 11.1 | cum | 8,000 ₹88,800 | 7,600 ₹84,360 Lowest | 9,000 ₹99,900 |
| 1.01 | OD447878/2024-2025:Supplying and fixing nameboard of size 75 cm&45 cm made with GI Plane sheets 1.25 mm thick (class III) FITTED WITH 35x35x4 mm angle 2 nos horizontally and 3 nos vertically to make a frame for strenthening the GI sheet,fitted 2 nos 32 mm GI pipe vertically 90 cm above from groung level and fixing in cement concrete 1:2:4, 30 cmx 30 cm x 30 cm including cost and conveyance of all materials all labour charges fabricating etc.completed | 1 | each | 3,407 ₹3,407 | 3,200 ₹3,200 Lowest | 3,500 ₹3,500 |
Tender Value
₹4.2 L
EMD Value
₹10,580
Closing Date
10 Mar 2025, 6:00 pmClosed
SUBEESH T
Office of the Assistant Engineer, LID EW Section, Panoor Municipality
Annual Plan-PROJECT NO 661/24-25-RENOVATION OF THOKKOTTUVAYAL ARAYAKOOL MOONNANGADI ROAD-WARD 31-PANOOR MUNICIPALITY-General Civil Work
2025_LSGD_743506_7
AE/LSGD/PNR/5/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Office of Assistant Engineer, Panoor Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,580
Yes
5 Nov 2025
28 Feb 2025
12 Mar 2025
28 Feb 2025
10 Mar 2025
28 Feb 2025
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