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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC THANATHALIL HOUSE THOMMANKUTHU AE LSGD MUTTOM GP | PALAKKAD | KERALA | 678001 | ₹4.9 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹5.1 LRejected-AOC 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | ₹5.1 L | L2 | Rejected-AOC HIGHER RATE |
| Sl No | Description | Qty | Unit | Aani Sivan and Co L1 | AKSHAY K R L2 |
|---|---|---|---|---|---|
| 1.00Road Maintanance | |||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 115.47 | sqm | 313.88 ₹36,243.10 | 323.59 ₹37,364.29 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 750 | sqm | 15.32 ₹11,490 | 15.79 ₹11,842.50 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 750 | sqm | 293.57 ₹2.2 L | 302.65 ₹2.3 L |
| 1.00 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 24.72 | cum | 198.89 ₹4,916.56 | 205.04 ₹5,068.59 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 24.72 | cum | 8,911.13 ₹2.2 L | 9,186.73 ₹2.3 L |
Tender Value
₹5.1 L
EMD Value
₹12,709
Closing Date
4 Sept 2025, 6:00 pmClosed
VENUGOPAL KG
Office of the Assistant Engineer, LIDEW Section, Arakkulam Grama Panchayat
Annual Plan-ARAKULAM GP 2025-2026 PROJECT NO 147-Maintenance Of Manappadi Kannickal Road And Irish Drainage
2025_LSGD_789737_4
01/2025/AE/LIDEW/ARKLM Dated 25/08/25
Open Tender
Civil Works - Roads
270 days
ARAKKULAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,709
Yes
14 Jan 2026
25 Aug 2025
8 Sept 2025
25 Aug 2025
4 Sept 2025
25 Aug 2025
Amount
Road Maintanance
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)
8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
AKSHAY K R (BID ID -2324416)
Bidder Name
Aani Sivan and Co
AKSHAY K R
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