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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.7 LAccepted-AOC | 1 | Accepted-AOC Negotiated amount of L1 bidder with the lowest quoted amount was approved by the Thuravoor GP | |
| 2 | 2₹8.9 L+₹9,777.20 (1.11%)Rejected-Finance | 2 | Rejected-Finance L2 Bidder | |
| 3 | 3₹8.9 L+₹9,778.10 (1.11%)Rejected-Finance | 3 | Rejected-Finance L3 Bidder | |
| 4 | 4₹8.9 L+₹11,759.07 (1.34%)Rejected-Finance | 4 | Rejected-Finance L4 Bidder |
| Sl No | Description | Qty | Unit | V.V RAJAN L1 | SABU SEBASTIAN L2 | Jojo Louis L4 | AMALRAJAN V.R L3 |
|---|---|---|---|---|---|---|---|
| 1.00Maintenance | |||||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 207.37 | sqm | 413.73 ₹85,795.19 | 367.44 ₹76,196.03 Lowest | 367.44 ₹76,196.03 Lowest | 418.33 ₹86,749.09 |
| 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 | 33.75 | cum | 3,709.38 ₹1,25,191.58 | 3,316.46 ₹1,11,930.53 Lowest | 3,316.46 ₹1,11,930.53 Lowest | 3,750.64 ₹1,26,584.1 |
| 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 | 450 | sqm | 79.49 ₹35,770.5 | 78.6 ₹35,370 Lowest | 78.6 ₹35,370 Lowest | 80.37 ₹36,166.5 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 1,470 | sqm | 15.62 ₹22,961.4 | 14.22 ₹20,903.4 Lowest | 14.22 ₹20,903.4 Lowest | 15.79 ₹23,211.3 |
| 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. | 450 | sqm | 18.69 ₹8,410.5 | 17.04 ₹7,668 Lowest | 17.04 ₹7,668 Lowest | 18.9 ₹8,505 |
| 1.01 | 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) | 1,920 | sqm | 299.32 ₹5,74,694.4 | 256.22 ₹4,91,942.4 Lowest | 257.22 ₹4,93,862.4 | 302.65 ₹5,81,088 |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 61.25 | cum | 436.64 ₹26,744.2 Lowest | 2,372.81 ₹1,45,334.61 | 2,373.82 ₹1,45,396.48 | 441.5 ₹27,041.88 |
Tender Value
₹8.9 L
EMD Value
₹22,234
Closing Date
9 Jun 2025, 6:00 pmClosed
Herry Thomas
O/o Assistant Engineer LID and EW Section Thuravoor GP EKM
Pr. No. S0020/25 in Thuravoor GP Ernakulam-Aanappara Kokkunnu Canal Bund Road Maintenance in Ward 1
2025_LSGD_767494_1
Tender 2 /Thuravoor GP /Angamaly /2025- 26
Open Tender
Civil Works - Roads
Item Rate
180 days
Thuravoor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,965
₹22,234
2 Oct 2025
2 Jun 2025
11 Jun 2025
2 Jun 2025
9 Jun 2025
2 Jun 2025
2 Jun 2025 - 9 Jun 2025
Amount
Maintenance
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
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
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
75.5.2.3pb: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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
SABU SEBASTIAN (BID ID -2222756)
AMALRAJAN V.R (BID ID -2221909)
Jojo Louis (BID ID -2222763)
Bidder Name
V.V RAJAN
SABU SEBASTIAN
Jojo Louis
AMALRAJAN V.R
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