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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.9 LAccepted-AOC KANIYAN KUDY VILLEGE CHOORAMUDY RESIDING AT | MADURAI | TAMIL NADU | 625001 | ₹3.9 L | 1 | Accepted-AOC Lowest quoted rate accepted. |
| 2 | Rejected-Technical 275 THURUTHY LAKSHAMVEEDU COLONY ANGANWADY ROAD TILE PAVING WARD 7 | THRISSUR | KERALA | 679105 | - | - | Rejected-Technical QUOTED HIGHER AMOUNT |
| 3 | Rejected-Technical BXMPS0586H | - | - | Rejected-Technical QUOTED HIGHER AMOUNT |
| Sl No | Description | Qty | Unit | SOJAN N GEORGE L2 | BASIL P VARGHES L3 | K N KAILASANATHAN L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 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 | 9.3 | cum | 3,330 ₹30,969 | 3,337 ₹31,034.10 | 3,337.88 ₹31,042.28 |
| 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 | 58.65 | cum | 3,745 ₹2.2 L | 3,750 ₹2.2 L | 3,200 ₹1.9 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 | 444 | sqm | 80 ₹35,520 | 80 ₹35,520 | 80.37 ₹35,684.28 |
| 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. | 444 | sqm | 18 ₹7,992 | 18.9 ₹8,391.60 | 18.89 ₹8,387.16 |
| 1.00 | 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) | 444 | sqm | 289 ₹1.3 L | 289 ₹1.3 L | 289.21 ₹1.3 L |
Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
11 Mar 2026, 6:00 pmClosed
AE, LIDEW ,KOOVAPADY BLOCK
AE LID EW KOOVAPADY BLOC
Annual Plan-Proj No 180 Block KVPDY - Renovation of Thrikkepara Thandekad Chira Road ward 12 Mudakkuzha GP
2026_LSGD_843384_1
38/AE/TENDER /KVPDY BLOCK/LIDEW/2025-26
Open Tender
Civil Works - Others
365 days
KOOVAPPADY BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,587
Yes
17 Jun 2026
4 Mar 2026
13 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
4 Mar 2026 - 9 Mar 2026
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)
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