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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹5.5 LAccepted-AOC | ₹5.5 L | l1 | Accepted-AOC l1 |
| 2 | l2₹5.6 LRejected-AOC | ₹5.6 L | l2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | EU.UMMERKOYA L1 | Shanmughan L2 |
|---|---|---|---|---|---|
| 1.00RETARRING | |||||
| 1.00 | OD166837/2025-2026:Filling up pot holes ( cut and formed to regular shapes and all loose and defective mateials
removed) after supplying a prime coat of hot bitumen using 36mm broken stone and
compacting with power roller to get a compact surface. | 7.01 | cum | 8,306.25 ₹58,218.51 | 8,400 ₹58,875.60 |
| 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. | 630 | sqm | 18.9 ₹11,907 | 20 ₹12,600 |
| 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) | 630 | sqm | 302.65 ₹1.9 L | 310 ₹2.0 L |
| 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) | 30 | cum | 9,563.75 ₹2.9 L | 9,600 ₹2.9 L |
| 1.00 | OD166843/2025-2026:Supplying and providing rady made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80X40X1.4mm post,40mmX20mmX1.4mm outer frame,0.6mm thick 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. | 1 | each | 3,000 ₹3,000 | 3,500 ₹3,500 |
Tender Value
₹5.5 L
EMD Value
₹13,769
Closing Date
27 Jan 2026, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID EW Section,Perumat
2025-2026 PRO NO 277 KAMBALATHARA VELOOR ROAD MAINTENANCE IN PERUMATTY GP
2026_LSGD_828243_10
3 AE LID AND EW PRTY 2025-26
Open Tender
Civil Works - Roads
180 days
Perumatty
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,215
Yes
₹13,769
Yes
21 Apr 2026
17 Jan 2026
28 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
RETARRING
OD166837/2025-2026:Filling up pot holes ( cut and formed to regular shapes and all loose and defective mateials 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)
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)
OD166843/2025-2026:Supplying and providing rady made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80X40X1.4mm post,40mmX20mmX1.4mm outer frame,0.6mm thick 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.
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