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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.5 LRejected-Finance | ₹4.5 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | ADUKATH VEETIL SREEDHARAN L2 | SANDYA.M L1 |
|---|---|---|---|---|---|
| 1.00Road Maintanance | |||||
| 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) | 92.88 | sqm | 400 ₹37,152 | 380 ₹35,294.40 |
| 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. | 90 | sqm | 35 ₹3,150 | 9 ₹810 |
| 1.00 | OD282693/2025-2026:Granular sub-base/base/surface course with serviceable material available during
scarifying of existing road. Construction of granular sub-base with departmental material
spreading in
uniform layers with motor grader on prepared surface, mixing by mix in place method with
rotavator at once
and compacting with smooth wheel roller to achieve the desired density complete as per Clause
401.4 as per
Technical Specification Clause 408. ( Modified 4.11.2) | 6.75 | cum | 197 ₹1,329.75 | 185 ₹1,248.75 |
| 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) | 13.5 | cum | 9,500 ₹1.3 L | 8,997 ₹1.2 L |
| 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. | 900 | sqm | 16 ₹14,400 | 13 ₹11,700 |
| 1.01 | 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) | 900 | sqm | 297 ₹2.7 L | 278 ₹2.5 L |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
3 Nov 2025, 6:00 pmClosed
ASSISTANT ENGINEER
Office of Assistent Engineer LSGD Section Pullur Periya GP
PROJECT NO-140/25-26-IMPROVEMENT OF KALLIOT AMBALAM ROAD IN PULLUR PERIYA GP
2025_LSGD_797913_33
AE/LIDEW/PP/03/25-26
Open Tender
Civil Works - Roads
180 days
PULLUR PERIYA
Please refer tender documents
7 documents required · 7 mandatory
₹935
Yes
₹10,591
Yes
4 Jun 2026
25 Oct 2025
5 Nov 2025
25 Oct 2025
3 Nov 2025
25 Oct 2025
Amount
Road Maintanance
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)
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.
OD282693/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. ( Modified 4.11.2)
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)
5.2.1a: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)
ADUKATH VEETIL SREEDHARAN (BID ID -2423381)
Bidder Name
ADUKATH VEETIL SREEDHARAN
SANDYA.M
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