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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC MUNDACKAL THOMMANKUTHU | ERNAKULAM | KERALA | 680667 | ₹4.0 L | L1 | Accepted-AOC Lowest bidder hence bid accepted |
| 2 | Rejected-Technical | - | - | Rejected-Technical highest bidder hence bid rejected |
| Sl No | Description | Qty | Unit | Sreramconstructions L2 | ADHARSH CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 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. | 90 | sqm | 17 ₹1,530 | 15.48 ₹1,393.20 |
| 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) | 18.9 | cum | 10,420 ₹2.0 L | 9,248.14 ₹1.7 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) | 68.53 | sqm | 440 ₹30,155.40 | 392.12 ₹26,873.94 |
| 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. | 654 | sqm | 15.15 ₹9,908.10 | 13.44 ₹8,789.76 |
| 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) | 654 | sqm | 315 ₹2.1 L | 279.01 ₹1.8 L |
| 1.01 | OD255423/2025-2026:Providing and fixing of good quality granite name board with lettering including of all material cost ,conveyance , labour charges etc complete | 1 | 1 nos | 3,220 ₹3,220 | 2,973.08 ₹2,973.08 |
Tender Value
₹4.1 L
EMD Value
₹10,271
Closing Date
4 Feb 2026, 2:00 pmClosed
Assistant Engineer
LID EW Section Udumbanoor Gramapanchayath
UDBNR 260/2025-26 Maintanence of Kottakavala valliyadi road-In Udumbannoor GP
2026_LSGD_829829_5
10/AE/LIDEW/UDBNR/2025-26
Open Tender
Civil Works - Roads
UDUMBANNOOR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹910
Yes
₹10,271
Yes
27 Jun 2026
28 Jan 2026
7 Feb 2026
28 Jan 2026
4 Feb 2026
28 Jan 2026
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)
OD255423/2025-2026:Providing and fixing of good quality granite name board with lettering including of all material cost ,conveyance , labour charges etc complete
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