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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC KERALA KL | ALAPPUZHA | KERALA | 688548 | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹6.1 L+₹11,000.52 (1.85%)Rejected-Finance | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | ANI C B L1 | RAMKUMAR S P L2 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 105.7 | sqm | 342.34 ₹36,185.34 Lowest | 348.68 ₹36,855.48 |
| 1.00 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 930 | sqm | 15.06 ₹14,005.8 Lowest | 15.33 ₹14,256.9 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 930 | sqm | 315.5 ₹2,93,415 Lowest | 321.34 ₹2,98,846.2 |
| 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. | 155 | sqm | 17.67 ₹2,738.85 Lowest | 18 ₹2,790 |
| 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) | 23.25 | cum | 10,558.37 ₹2,45,482.1 Lowest | 10,753.9 ₹2,50,028.18 |
| 1.01 | OD64532/2025-2026:
S/F Information Board 75x60 cm size using GI pipe as post 1 mm thick MS sheet surroundered by MS angles including painting lettering and fixing in concrete etc as per the direction of e-i-c | 1 | each | 2,745.77 ₹2,745.77 Lowest | 2,796.62 ₹2,796.62 |
Tender Value
₹5.5 L
EMD Value
₹13,763
Closing Date
11 Jul 2025, 5:00 pmClosed
Assistant Engineer LIDEW Vamanapuram G P
Office of the Assistant Engineer, LIDEW, Vamanapuram Grama Panchayat Vamanapuram P.O 695606
123/2025-26 Valiya Kanochodu Hollow Bricks Parapparamukhal Road- Ward 3
2025_LSGD_773306_4
01/T1/AE/LIDEW/VPM/2025-26 dt 24.6.2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Vamanapuram G.P
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,215
Yes
₹13,763
Yes
17 Sept 2025
1 Jul 2025
14 Jul 2025
1 Jul 2025
11 Jul 2025
1 Jul 2025
Amount
Road maintenance
5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
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.
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)
OD64532/2025-2026: S/F Information Board 75x60 cm size using GI pipe as post 1 mm thick MS sheet surroundered by MS angles including painting lettering and fixing in concrete etc as per the direction of e-i-c
RAMKUMAR S P (BID ID -2247813)
Bidder Name
RAMKUMAR S P
ANI C B
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