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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | L1 | Accepted-AOC agreement executed | |
| 2 | L2₹9.1 L+₹13,723 (1.52%)Rejected-AOC | L2 | Rejected-AOC L1 executed agreement | |
| 3 | L3₹9.4 L+₹37,151.09 (4.12%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹10.2 L+₹1.2 L (12.8%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | JOB.T.J L3 | ANTONY JOHN L4 | AKSHAY LAL M L2 | EXCELSIOR ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|
| 1.00Renovation of road | |||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.01 | Hectare | 47,091 ₹612.18 | 50,000 ₹650 | 45,000 ₹585 Lowest | 45,000 ₹585 Lowest |
| 1.00 | OD60288/2025-2026:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting the aggregate obtained from scarifying with power roller | 1,200 | sqm | 7.8 ₹9,360 | 10 ₹12,000 | 7.4 ₹8,880 Lowest | 7.5 ₹9,000 |
| 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 | 117 | cum | 3,650 ₹4,27,050 | 4,000 ₹4,68,000 | 3,649 ₹4,26,933 | 3,200 ₹3,74,400 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 | 1,200 | sqm | 80.3 ₹96,360 | 100 ₹1,20,000 | 76 ₹91,200 Lowest | 85 ₹1,02,000 |
| 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. | 1,200 | sqm | 18.9 ₹22,680 | 20 ₹24,000 | 18 ₹21,600 Lowest | 20 ₹24,000 |
| 1.01 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | 29.8 | sqm | 323 ₹9,625.4 | 350 ₹10,430 | 290 ₹8,642 Lowest | 320 ₹9,536 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 29.8 | sqm | 15.79 ₹470.54 | 20 ₹596 | 15 ₹447 Lowest | 15 ₹447 Lowest |
| 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) | 1,229.8 | sqm | 302.65 ₹3,72,198.97 | 310 ₹3,81,238 | 290 ₹3,56,642 Lowest | 310 ₹3,81,238 |
Tender Value
₹9.5 L
EMD Value
₹23,756
Closing Date
7 Jul 2025, 4:00 pmClosed
Assistant Engineer
The Assistant Engineer, LSGD Section, Thycattusserry Grama Panchayat
Annual Plan-TSYGP/2025-26/Proj no 84/25 26-Renovation of Pookaitha road-
2025_LSGD_771599_1
01/03/AE/LIDEW/TSY/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
LIDEWThycattussery
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,095
Yes
₹23,756
Yes
13 Aug 2025
26 Jun 2025
9 Jul 2025
26 Jun 2025
7 Jul 2025
26 Jun 2025
Amount
Renovation of road
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
OD60288/2025-2026: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.
75.5.5.A.1pb:Modified Penetration Macadam 50 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)
AKSHAY LAL M (BID ID -2242059)
JOB.T.J (BID ID -2236963)
ANTONY JOHN (BID ID -2239852)
Bidder Name
ANTONY JOHN
JOB.T.J
AKSHAY LAL M
EXCELSIOR ENTERPRISES
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