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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹9.2 LAccepted-AOC | ₹9.2 L | l1 | Accepted-AOC l1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical l2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical l3 |
| Sl No | Description | Qty | Unit | M Balakrishnan L2 | RAJESH.V L3 | Girishkumar L1 |
|---|---|---|---|---|---|---|
| 1.00RETARRING | ||||||
| 1.00 | OD411278/2025-2026: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 broken stone and
compacting
with power roller to get a compact surface. | 20.57 | cum | 8,138.2 ₹1.7 L | 8,150 ₹1.7 L | 7,300 ₹1.5 L |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 1,500 | sqm | 18.89 ₹28,335 | 20 ₹30,000 | 22 ₹33,000 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 1,500 | sqm | 289.21 ₹4.3 L | 295 ₹4.4 L | 298 ₹4.5 L |
| 1.00 | 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. | 32.4 | cum | 66.85 ₹2,165.94 | 70 ₹2,268 | 260 ₹8,424 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 32.4 | cum | 9,186.74 ₹3.0 L | 9,195 ₹3.0 L | 8,550 ₹2.8 L |
| 1.01 | OD411454/2025-2026: SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND
A SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERILAS, LABOUR CHARGES
ETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS. | 1 | each | 2,828.08 ₹2,828.08 | 2,830 ₹2,830 | 2,000 ₹2,000 |
Tender Value
₹9.3 L
EMD Value
₹23,305
Closing Date
21 Jan 2026, 5:00 pmClosed
Office of the Assistant Engineer LID EW Section
Office of the Assistant Engineer LID EW Section Vaniyamkulam Grama Panchayat
A n n u a l P l a n - 2 5 - 2 6 V K M G P KUNNATHUPADI MANAKKTHODI ROAD RETARRING IRISH WARD 6 (MG R 1100000)-PRO 153/26VNKM GP-General Civil Work
2026_LSGD_827326_9
T4/AE/LID EW VKMGP 25-26
Open Tender
Civil Works - Roads
vaniyamkulam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,055
₹23,305
18 Apr 2026
14 Jan 2026
23 Jan 2026
14 Jan 2026
21 Jan 2026
14 Jan 2026
RETARRING
OD411278/2025-2026: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 broken stone and compacting with power roller to get a compact surface.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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 <br> 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 <br> By Manual Means <br> Type A <br> (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.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD411454/2025-2026: SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND A SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERILAS, LABOUR CHARGES ETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS.
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