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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-Finance | ₹3.4 L | L1 | Accepted-Finance ok |
| 2 | Rejected-Technical MADARI MATTAN CHERU P P K 673661 | CHERUPUZHA | KANNUR | KERALA | 673661 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ABDURAHIMAN P L1 | MUBASHIR M L2 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||
| 1.00 | OD216792/2025-2026:Preparation of Foundation for Embankment plugging/ Scarifying Existing Bituminous Surface to a Depth of 100 mm by Mechanical Means Scarifying/plugging the existing bituminous road surface to a depth of 100 mm to prepare foundation for granular layers .(Modified from MORD 3.2 By excluding tipper & Loading equipment) | 25 | sqm | 64 ₹1,600 | 100 ₹2,500 |
| 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 | 3.75 | cum | 3,444 ₹12,915 | 3,500 ₹13,125 |
| 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 | 25 | sqm | 80 ₹2,000 | 100 ₹2,500 |
| 1.00 | 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. | 25 | sqm | 18.7 ₹467.50 | 20 ₹500 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 27.12 | sqm | 395 ₹10,712.40 | 400 ₹10,848 |
| 1.01 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 137.5 | sqm | 18.7 ₹2,571.25 | 20 ₹2,750 |
| 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) | 162.5 | sqm | 285 ₹46,312.50 | 320 ₹52,000 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 29.95 | cum | 8,730 ₹2.6 L | 8,900 ₹2.7 L |
Tender Value
₹3.4 L
EMD Value
₹8,473
Closing Date
4 Oct 2025, 11:00 amClosed
ASSISTANT ENGINEER
O/O Assistant Engineer, Koduvally Muncipality
please refer tender documents
2025_LSGD_796711_1
KDLYMCP/LSGD/AE/ET06(18)/25-26
Open Tender
Civil Works - Roads
270 days
koduvally
Please refer Tender documents.
10 documents required · 10 mandatory
₹750
Yes
₹8,473
Yes
26 Mar 2026
22 Sept 2025
4 Oct 2025
22 Sept 2025
4 Oct 2025
22 Sept 2025
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