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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | ₹6.8 L | L1 | Accepted-AOC Low quoted rate |
| 2 | L2₹7.6 LRejected-Finance | ₹7.6 L | L2 | Rejected-Finance High rate |
| 3 | L3₹7.6 LRejected-Finance | ₹7.6 L | L3 | Rejected-Finance High rate |
| 4 | L4₹8.0 LRejected-Finance | ₹8.0 L | L4 | Rejected-Finance High rate |
| Sl No | Description | Qty | Unit | SUNEESH T K L1 | DINSHAD L2 | MUKKOM LABOUR CONTRACT CO OP SOCIETY LTD L4 | ABDUL AZEEZ L3 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD TARRING WORK | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 138 | cum | 53 ₹7,314 | 60 ₹8,280 | 295 ₹40,710 | 59.34 ₹8,188.92 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 69 | cum | 2,490 ₹1.7 L | 2,700 ₹1.9 L | 2,850 ₹2.0 L | 2,775.49 ₹1.9 L |
| 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 | 103.5 | cum | 2,791.6 ₹2.9 L | 3,100 ₹3.2 L | 3,180 ₹3.3 L | 3,111.81 ₹3.2 L |
| 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 | 690 | sqm | 64.9 ₹44,781 | 72 ₹49,680 | 76 ₹52,440 | 72.32 ₹49,900.80 |
| 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. | 690 | sqm | 15.2 ₹10,488 | 16 ₹11,040 | 17 ₹11,730 | 16.89 ₹11,654.10 |
| 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) | 690 | sqm | 234.3 ₹1.6 L | 260 ₹1.8 L | 245 ₹1.7 L | 261.11 ₹1.8 L |
Tender Value
₹8.5 L
EMD Value
₹21,161
Closing Date
8 Oct 2025, 6:00 pmClosed
SAFEEDA NP
Office of AE, LID - EW, Mukkam municipality
Annual Plan-Pro.209/25-26 PAYYOLI VENAPPARA PANIYARUKUNN ST COLONY CHAYPPIL SC COLONY ROAD TARRING DIVISION 4 - MUKKAM MUNICIPALITY -General Civil Work
2025_LSGD_803481_12
18/2025/AE/LID-EW/MKM
Open Tender
Civil Works - Roads
180 days
Mukkam municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,161
Yes
17 Apr 2026
29 Sept 2025
10 Oct 2025
29 Sept 2025
8 Oct 2025
29 Sept 2025
Amount
ROAD TARRING WORK
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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
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
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.
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)
DINSHAD (BID ID -2378258)
ABDUL AZEEZ (BID ID -2374286)
MUKKOM LABOUR CONTRACT CO OP SOCIETY LTD (BID ID -2374299)
Bidder Name
DINSHAD
SUNEESH T K
ABDUL AZEEZ
MUKKOM LABOUR CONTRACT CO OP SOCIETY LTD
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