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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.7 LAccepted-AOC | ₹16.7 L | L1 | Accepted-AOC Lowest ,Agreement executed |
| 2 | L2₹18.6 LRejected-AOC | ₹18.6 L | L2 | Rejected-AOC Second Bidder |
| Sl No | Description | Qty | Unit | Basheer N K L1 | MAHIN BASHEER L2 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 1.00 | OD302359/2025-2026:Sectioning up to 150mm and forming the surface for old road way leveling ,cambering
etc.coplete as per the direction of engineer in charge. | 718.8 | sqm | 34 ₹24,439.20 | 40 ₹28,752 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 41.65 | cum | 3,670 ₹1.5 L | 4,000 ₹1.7 L |
| 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. | 120.44 | sqm | 350 ₹42,154 | 400 ₹48,176 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 41.6 | sqm | 460 ₹19,136 | 500 ₹20,800 |
| 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. | 1,725 | sqm | 17 ₹29,325 | 20 ₹34,500 |
| 1.01 | 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) | 1,725 | sqm | 330 ₹5.7 L | 350 ₹6.0 L |
| 1.01 | OD315336/2025-2026:Providing and laying of interlocking concrete block, pavements using 80mm M40 hydraulic blocks of approved size and design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc. all complete as per the direction of engineer in charge. | 416.54 | sqm | 1,150 ₹4.8 L | 1,100 ₹4.6 L |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 45.45 | cum | 10,500 ₹4.8 L | 11,000 ₹5.0 L |
Updated dates
Tender Value
₹16.4 L
EMD Value
₹40,920
Closing Date
28 Oct 2025, 1:30 pmClosed
Assistant Engineer
LIDEW Thodupuzha Municipality
Kunnel Road Olipurayil Road Aattupurathu parambu Link Road Karakkunnel Colony Road Keerikodu Laksham veedu RoadAattupurathu kadavu road Keerikode Kandathinkara Road- Thodupuzha Municipality 2025-26 -Project No 379-
2025_LSGD_812410_6
01/AE/LIDEW/TDPA/M/2025-26
Open Tender
Civil Works - Roads
180 days
Thodupuzha
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹40,920
Yes
17 Jan 2026
22 Oct 2025
28 Oct 2025
22 Oct 2025
28 Oct 2025
22 Oct 2025
22 Oct 2025 - 28 Oct 2025
Amount
Road work
OD302359/2025-2026:Sectioning up to 150mm and forming the surface for old road way leveling ,cambering etc.coplete as per the direction of engineer in charge.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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.
75.5.5.B.2pb:Modified Penetration Macadam 75 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)
OD315336/2025-2026:Providing and laying of interlocking concrete block, pavements using 80mm M40 hydraulic blocks of approved size and design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc. all complete as per the direction of engineer in charge.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
MAHIN BASHEER (BID ID -2413842)
Bidder Name
Basheer N K
MAHIN BASHEER
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