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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | ₹5.6 L | L1 | Accepted-AOC agreement executed |
| 2 | L2₹5.8 L+₹17,991.75 (3.19%)Rejected-AOC | ₹5.8 L+₹17,991.75 (3.19%) | L2 | Rejected-AOC L1 executed agreement |
| 3 | L3₹6.5 L+₹85,455 (15.1%)Rejected-Finance | ₹6.5 L+₹85,455 (15.1%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | JOB.T.J L2 | ANTONY JOHN L3 | EXCELSIOR ENTERPRISES L1 |
|---|---|---|---|---|---|---|
| 1.00Renovation of road | ||||||
| 1.00 | OD60675/2025-2026:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting the aggregate obtained from scarifying with power roller | 645 | sqm | 7 ₹4,515 Lowest | 10 ₹6,450 | 7.5 ₹4,837.5 |
| 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 | 87.53 | cum | 3,650 ₹3,19,466.25 | 4,000 ₹3,50,100 | 3,300 ₹2,88,832.5 Lowest |
| 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 | 645 | sqm | 80 ₹51,600 Lowest | 85 ₹54,825 | 85 ₹54,825 |
| 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. | 645 | sqm | 18.9 ₹12,190.5 Lowest | 20 ₹12,900 | 20 ₹12,900 |
| 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) | 645 | sqm | 302 ₹1,94,790 Lowest | 350 ₹2,25,750 | 315 ₹2,03,175 |
Tender Value
₹5.9 L
EMD Value
₹14,814
Closing Date
7 Jul 2025, 4:00 pmClosed
Assistant Engineer
The Assistant Engineer, LSGD Section, Thycattusserry Grama Panchayat
Annual Plan-TSYGP/2025-26/Prj no 78/25-26 Sub station veliyil road-Renovation of sub station veliyil road in ward no 9
2025_LSGD_771617_1
01/04/AE/LIDEW/TSY/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
LID EW Thycattussery
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,310
Yes
₹14,814
Yes
13 Aug 2025
26 Jun 2025
9 Jul 2025
26 Jun 2025
7 Jul 2025
26 Jun 2025
Amount
Renovation of road
OD60675/2025-2026:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting the aggregate obtained from scarifying with power roller
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)
JOB.T.J (BID ID -2236944)
ANTONY JOHN (BID ID -2239819)
Bidder Name
ANTONY JOHN
JOB.T.J
EXCELSIOR ENTERPRISES
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1259449.pdf
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details.html
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