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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | ₹4.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.8 L+₹12,935.66 (2.79%)Rejected-Finance | ₹4.8 L+₹12,935.66 (2.79%) | L2 | Rejected-Finance HQ |
| Sl No | Description | Qty | Unit | P M GEORGE L1 | PRASAD C O L2 |
|---|---|---|---|---|---|
| 1.00TARRING | |||||
| 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. | 675 | sqm | 10 ₹6,750 Lowest | 12 ₹8,100 |
| 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 | 52.2 | cum | 3,996.8 ₹2,08,632.96 Lowest | 4,100 ₹2,14,020 |
| 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 | 675 | sqm | 85 ₹57,375 Lowest | 90 ₹60,750 |
| 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. | 675 | sqm | 19 ₹12,825 Lowest | 20 ₹13,500 |
| 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) | 675 | sqm | 257 ₹1,73,475 Lowest | 260 ₹1,75,500 |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 13.5 | cum | 70.25 ₹948.38 Lowest | 72 ₹972 |
| 1.01 | OD293337/2024-2025:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on 2 nos
GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade
cement concrete 200 mm x 200 mm x 500 mm, 500 mm below ground level as per drawings and Technical
Specification Clause 1701.600 mm x 450 mm Rectangular | 1 | each | 2,900 ₹2,900 Lowest | 3,000 ₹3,000 |
Tender Value
₹4.2 L
EMD Value
₹10,619
Closing Date
18 Feb 2025, 5:00 pmClosed
ASSISTANT ENGINEER
LID EW SULTHANBATHERY MUNICIPALITY
SULTHAN BATHERY MUNICIPALITY 2024-25-P.NO.213/25 RETARRING WORK AT BALANCE PORTION OF PAZHASSI ROAD TO THIRUNELLI
2025_LSGD_736526_4
No. E1-e-TENDER/2024-25 (3)
Open Tender
Civil Works - Roads
Item Rate
180 days
SULTHAN BATHERY MUNICIPALITY
Please refer Tender documents.
8 documents required · 8 mandatory
₹940
Yes
₹10,619
Yes
5 Aug 2026
11 Feb 2025
21 Feb 2025
11 Feb 2025
18 Feb 2025
11 Feb 2025
Amount
TARRING
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 <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 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)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD293337/2024-2025:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on 2 nos GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 200 mm x 200 mm x 500 mm, 500 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular
PRASAD C O (BID ID -2113868)
Bidder Name
P M GEORGE
PRASAD C O
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