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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹8.5 L+₹33,889.75 (4.17%)Rejected-AOC | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | AMEERALI P L1 | noufalmkcc L2 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | OD121244/2025-2026:Filling up 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 departmental broken stone
and compacting with power roller to grt a compact surface. | 7.8 | cum | 7,974 ₹62,173.28 Lowest | 8,306.25 ₹64,763.83 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 168 | sqm | 15.36 ₹2,580.48 Lowest | 16.01 ₹2,689.68 |
| 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. | 1,536 | sqm | 18.14 ₹27,863.04 Lowest | 18.9 ₹29,030.4 |
| 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) | 1,536 | sqm | 290.54 ₹4,46,269.44 Lowest | 302.65 ₹4,64,870.4 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 16.8 | cum | 2,384.71 ₹40,063.13 Lowest | 2,484.07 ₹41,732.38 |
| 1.01 | 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) | 25.2 | cum | 9,181.2 ₹2,31,366.24 Lowest | 9,563.75 ₹2,41,006.5 |
| 1.01 | OD121622/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages
etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6
mmthick iron sheet of size 90x60 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 | each | 2,692.09 ₹2,692.09 Lowest | 2,804.26 ₹2,804.26 |
Tender Value
₹8.5 L
EMD Value
₹21,172
Closing Date
30 Aug 2025, 5:00 pmClosed
Assistant Engineer
LID EW SECTION KOPPAM GP
Ward-16 Mappilathodi Road Renovation
2025_LSGD_788638_14
1/AE/LSGD/KPM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Koppam GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,172
Yes
18 Oct 2025
21 Aug 2025
1 Sept 2025
21 Aug 2025
30 Aug 2025
21 Aug 2025
21 Aug 2025 - 30 Aug 2025
Amount
Retarring
OD121244/2025-2026:Filling up 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 departmental broken stone and compacting with power roller to grt a compact surface.
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
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)
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
OD121622/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6 mmthick iron sheet of size 90x60 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
noufalmkcc (BID ID -2312544)
Bidder Name
AMEERALI P
noufalmkcc
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