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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | ₹3.9 L | L1 | Accepted-AOC Accepted Vide Resolution No.1(2) dtd.20.02.2026 of Pattanchery GP |
| 2 | L2₹4.0 LRejected-AOC | ₹4.0 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | K.HARIDAS L2 | SEVENSMART ENGINEERING AND TRADING PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00Retarring With Restoration | |||||
| 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. | 93 | sqm | 16.01 ₹1,488.93 | 15.77 ₹1,466.61 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 9.3 | cum | 3,337.88 ₹31,042.28 | 3,287.81 ₹30,576.63 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 23.73 | cum | 9,563.75 ₹2,26,947.79 | 9,420.29 ₹2,23,543.48 |
| 1.00 | OD343082/2025-2026:Filling up of pot holes (Cut and formed to regular shapes and all loose and defective materials removed)after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface | 1.75 | cum | 8,138.2 ₹14,274.4 | 8,016.13 ₹14,060.29 |
| 1.00 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 384.75 | sqm | 18.89 ₹7,267.93 | 18.61 ₹7,160.2 |
| 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) | 384.75 | sqm | 289.21 ₹1,11,273.55 | 284.87 ₹1,09,603.73 |
| 1.01 | OD343084/2025-2026:Supplying and providing readymade GI nameboard with all conveyance labour and hire charges etc complete using GI hollow tube of size 80*40*1.4mm post outer frame .6mm thick sheet of size 90*60 cm with two coat of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1;2:4 etc complete | 1 | 1 nos | 2,804.26 ₹2,804.26 | 2,762.2 ₹2,762.2 |
Tender Value
₹4.0 L
EMD Value
₹9,877
Closing Date
13 Feb 2026, 3:00 pmClosed
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER, LID AND EW, PATTANCHERY GRAMA PANCHAY
Retarring
2026_LSGD_833918_6
6/Etender/AE/PTY/LIDEW/25
Open Tender
Civil Works - Roads
Pattanchery Grama Panchayat
Please refer Tender documents.
10 documents required · 10 mandatory
₹875
Yes
₹9,877
Yes
2 Mar 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
Retarring With Restoration
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD343082/2025-2026:Filling up of pot holes (Cut and formed to regular shapes and all loose and defective materials removed)after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface
75.5.2.2pb: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 dry and hungry 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 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)
OD343084/2025-2026:Supplying and providing readymade GI nameboard with all conveyance labour and hire charges etc complete using GI hollow tube of size 80*40*1.4mm post outer frame .6mm thick sheet of size 90*60 cm with two coat of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1;2:4 etc complete
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