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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical 2003 SUB TREASURY NILESWAR | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical | - | Rejected-Technical l4 |
| Sl No | Description | Qty | Unit | BABU K L3 | SREEKUMAR.S L1 | S. RAJENDRAN L4 | CHANDRA MOHANAN R L2 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD MAINTANENCE | |||||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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. | 128.46 | sqm | 307.47 ₹39,497.6 | 291 ₹37,381.86 Lowest | 316.98 ₹40,719.25 | 291.93 ₹37,501.33 |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 151.25 | sqm | 399.5 ₹60,424.38 | 378 ₹57,172.5 Lowest | 411.86 ₹62,293.83 | 379.32 ₹57,372.15 |
| 1.00 | 5.2.1a:Tack Coat 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. | 1,410 | sqm | 13.52 ₹19,063.2 | 12.8 ₹18,048 Lowest | 13.94 ₹19,655.4 | 12.83 ₹18,090.3 |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent 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) | 1,410 | sqm | 288.53 ₹4,06,827.3 | 273 ₹3,84,930 Lowest | 297.45 ₹4,19,404.5 | 273.95 ₹3,86,269.5 |
| 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. | 147 | sqm | 15.87 ₹2,332.89 | 15 ₹2,205 Lowest | 16.36 ₹2,404.92 | 15.06 ₹2,213.82 |
| 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) | 22.05 | cum | 9,482.98 ₹2,09,099.71 | 8,990 ₹1,98,229.5 | 8,798.64 ₹1,94,010.01 Lowest | 9,003.94 ₹1,98,536.88 |
| 1.01 | OD84507/2025-2026:Supplying and Fixing Information board 75x60 cm using GI pipes as post and MS
sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of e-i--c | 1 | each | 2,425.97 ₹2,425.97 | 2,338 ₹2,338 Lowest | 2,542.38 ₹2,542.38 | 2,341.53 ₹2,341.53 |
Tender Value
₹7.6 L
EMD Value
₹19,065
Closing Date
30 Aug 2025, 9:00 amClosed
Assistant Engineer LSGD Section Venganoor GP
Assistant Engineer LSGD Section Venganoor GP Thiruvananthapuram 695523
159/26-Arival mythanam road renovation ward 1
2025_LSGD_777258_2
2/AE/LIDEW/VGNR/2025-26/159
Open Tender
Civil Works - Roads
Item Rate
120 days
Venganoor Grama Panchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,685
Yes
₹19,065
Yes
30 Oct 2025
22 Aug 2025
2 Sept 2025
22 Aug 2025
30 Aug 2025
22 Aug 2025
22 Aug 2025 - 30 Aug 2025
Amount
ROAD MAINTANENCE
5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat 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.
75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent 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)
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)
OD84507/2025-2026:Supplying and Fixing Information board 75x60 cm using GI pipes as post and MS sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of e-i--c
CHANDRA MOHANAN R (BID ID -2316388)
BABU K (BID ID -2315044)
S. RAJENDRAN (BID ID -2316373)
Bidder Name
S. RAJENDRAN
CHANDRA MOHANAN R
BABU K
SREEKUMAR.S
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