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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC MUNDACKAL THOMMANKUTHU | ERNAKULAM | KERALA | 680667 | ₹4.7 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹4.7 LRejected-Finance THANATHALIL HOUSE THOMMANKUTHU AE LSGD MUTTOM GP | PALAKKAD | KERALA | 678001 | ₹4.7 L | L2 | Rejected-Finance HIGHEST HENCE REJECTED |
| Sl No | Description | Qty | Unit | ADHARSH CONSTRUCTIONS L1 | Aani Sivan and Co L2 |
|---|---|---|---|---|---|
| 1.00road | |||||
| 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. | 210 | sqm | 9.35 ₹1,963.50 | 9.36 ₹1,965.60 |
| 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) | 31.5 | cum | 7,915.31 ₹2.5 L | 7,923.66 ₹2.5 L |
| 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) | 129 | sqm | 337.33 ₹43,515.57 | 337.68 ₹43,560.72 |
| 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. | 720 | sqm | 11.51 ₹8,287.20 | 11.52 ₹8,294.40 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 720 | sqm | 230.09 ₹1.7 L | 230.33 ₹1.7 L |
| 1.01 | OD311564/2024-2025:Providing and fixing of good quality granite name board with lettering including of all material cost ,conveyance , labour charges etc complete | 1 | 1 nos | 2,536.11 ₹2,536.11 | 2,538.74 ₹2,538.74 |
Tender Value
₹5.0 L
EMD Value
₹12,442
Closing Date
25 Dec 2024, 5:00 pmClosed
ASSISTANT ENGINEER
AE UDUMBANNOOR
ROAD
2024_LSGD_717083_11
4/AE/LIDANDEW/UDBNR/2024-2025
Open Tender
Civil Works - Roads
180 days
UDUMBANNOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,100
Yes
₹12,442
Yes
11 Feb 2026
18 Dec 2024
27 Dec 2024
18 Dec 2024
25 Dec 2024
18 Dec 2024
Amount
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.
75.8.1: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)
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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
OD311564/2024-2025:Providing and fixing of good quality granite name board with lettering including of all material cost ,conveyance , labour charges etc complete
Aani Sivan and Co (BID ID -2034019)
Bidder Name
Aani Sivan and Co
ADHARSH CONSTRUCTIONS
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