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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹9.1 LAccepted-Finance | ₹9.1 L | L2 | Accepted-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| 2 | lL1₹9.1 LAccepted-Finance | ₹9.1 L | lL1 | Accepted-Finance Accepted Vide Resolution No.4 dtd.17-02-2026 of Thiruvarppu GP |
| 3 | Rejected-Technical | - | - | Rejected-Technical Higher rate and hence not admitted |
| 4 | Rejected-Technical KOOVANICKAL ATHIRAMPUZHA P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | - | - | Rejected-Technical Higher rate and hence not admitted |
| 5 | Rejected-Technical | - | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | NIDHIN MATHEW L4 | DINOY JOSEPH L1 | ALEX THOMAS L2 | SUBHASHKUMAR MALIYIL SREEDHARAN L3 | MULLACKAL CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Tarring Work | ||||||||
| 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. | 811.2 | sqm | 15 ₹12,168 | 14 ₹11,356.8 | 5 ₹4,056 Lowest | 15.52 ₹12,589.82 | 16.01 ₹12,987.31 |
| 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 | 121.68 | cum | 3,650 ₹4,44,132 | 3,600 ₹4,38,048 | 3,530 ₹4,29,530.4 Lowest | 3,638.12 ₹4,42,686.44 | 3,750.64 ₹4,56,377.88 |
| 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 | 811.2 | sqm | 79 ₹64,084.8 | 80 ₹64,896 | 80.37 ₹65,196.14 | 77.95 ₹63,233.04 Lowest | 80.37 ₹65,196.14 |
| 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. | 811.2 | sqm | 18 ₹14,601.6 Lowest | 18.9 ₹15,331.68 | 18.9 ₹15,331.68 | 18.33 ₹14,869.3 | 18.9 ₹15,331.68 |
| 1.00 | 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) | 811.2 | sqm | 301 ₹2,44,171.2 | 302 ₹2,44,982.4 | 302.65 ₹2,45,509.68 | 293.57 ₹2,38,143.98 Lowest | 302.65 ₹2,45,509.68 |
| 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) | 15.6 | cum | 9,000 ₹1,40,400 | 8,500 ₹1,32,600 Lowest | 9,563.75 ₹1,49,194.5 | 8,911.12 ₹1,39,013.47 | 9,186 ₹1,43,301.6 |
Tender Value
₹9.4 L
EMD Value
₹23,468
Closing Date
12 Feb 2026, 5:00 pmClosed
AE LSGD AE LSGD THIRUVARPPU GPIRUVARPPU GP
AE LSGD THIRUVARPPU GP
Retender 138 2025-26-USMAN KAVALA NEDUMGERI ROAD RETARRING WARD 18
2025_LSGD_811623_9
ET-04/2025-26/AELSGD/TVP
Open Tender
Civil Works - Roads
Item Rate
THIRUVARPPU GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹23,468
Yes
16 Jun 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
Tarring Work
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.
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
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
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.
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)
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)
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