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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC KADAMANKAD AVU ROAD WARD 14 | CUDDALORE | TAMIL NADU | 605007 | ₹6.9 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹8.5 L+₹1.6 L (23.5%)Rejected-AOC | ₹8.5 L+₹1.6 L (23.5%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | ROBY BABU L2 | SAJU MATHEW L1 |
|---|---|---|---|---|---|
| 1.00Concrete | |||||
| 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. | 190 | sqm | 16.01 ₹3,041.9 | 12.97 ₹2,464.3 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 42.77 | cum | 66.84 ₹2,858.61 | 54.14 ₹2,315.46 Lowest |
| 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) | 71.27 | cum | 9,563.75 ₹6,81,589.34 | 7,746.64 ₹5,52,087.54 Lowest |
| 1.00 | OD258297/2025-2026:Providing and fixing good quality granite name board with lettering including all cost of materials conveyance labour charge etc complete. | 1 | each | 3,071.58 ₹3,071.58 | 2,488.3 ₹2,488.3 Lowest |
| 2.00Retarring | |||||
| 2.00 | 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) | 42.73 | sqm | 403.53 ₹17,240.82 | 326.86 ₹13,965.09 Lowest |
| 2.00 | 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. | 461 | sqm | 13.99 ₹6,449.39 | 11.33 ₹5,223.13 Lowest |
| 2.00 | 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) | 461 | sqm | 286.36 ₹1,32,011.96 | 231.95 ₹1,06,928.95 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,157
Closing Date
6 Mar 2026, 2:00 pmClosed
BDO
BLOCK PANCHAYATH OFFICE ELAMDESAM
LAC ADS 2025 26 Elamdesom BP Thalayanade Palli Thalayanad Road (ward 8) construction in Alakode GP
2026_CRD_834750_2
LSGD/BP/ELM(IDK)/249/2023-A
Open Tender
Civil Works - Roads
Item Rate
180 days
Alakkode GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,157
Yes
29 May 2026
24 Feb 2026
7 Mar 2026
24 Feb 2026
6 Mar 2026
24 Feb 2026
Concrete
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.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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)
OD258297/2025-2026:Providing and fixing good quality granite name board with lettering including all cost of materials conveyance labour charge etc complete.
Retarring
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)
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