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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.4 L+₹6,631.01 (1.06%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | K. P. SIBY L1 | SEBY P JOHN L2 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 1.00 | 2.14.1.A:Dismantling of Flexible Pavements <br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br>(I) By Manual Means <br> (A) Bituminous Courses | 3.91 | cum | 1,860.88 ₹7,276.04 Lowest | 1,865.35 ₹7,293.52 |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 59.59 | sqm | 322.78 ₹19,234.46 Lowest | 323.56 ₹19,280.94 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 597.1 | sqm | 15.75 ₹9,404.33 Lowest | 15.79 ₹9,428.21 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 597.1 | sqm | 301.89 ₹1,80,258.52 Lowest | 302.62 ₹1,80,694.4 |
| 1.00 | OD151541/2025-2026::Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 19.29 | cum | 9,172.93 ₹1,76,899.96 Lowest | 9,195 ₹1,77,325.58 |
| 1.01 | OD151811/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic
blocksof approved size, design and shape, laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge | 195.5 | sqm | 1,229.85 ₹2,40,435.68 Lowest | 1,232.81 ₹2,41,014.36 |
Tender Value
₹6.4 L
EMD Value
₹15,877
Closing Date
30 Jul 2025, 12:00 pmClosed
Prasad V.S
O/O The Asst Ex Engineer,Angamaly Municipality
GENERAL-Angamaly Muncipality-2025-26 Road Maintenance Ward 2,3,4 (Project No 102/26)-AMC-General Civil Work
2025_LSGD_778244_9
PW 15579/25
Open Tender
Civil Works - Roads
Item Rate
O/O The Asst Ex Engineer, Angamaly Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,400
Yes
₹15,877
Yes
7 Nov 2025
22 Jul 2025
31 Jul 2025
22 Jul 2025
30 Jul 2025
22 Jul 2025
Amount
Road Maintenance
2.14.1.A:Dismantling of Flexible Pavements <br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br>(I) By Manual Means <br> (A) Bituminous Courses
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> 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 <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
OD151541/2025-2026::Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1
OD151811/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocksof approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge
SEBY P JOHN (BID ID -2266698)
Bidder Name
K. P. SIBY
SEBY P JOHN
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