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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC CHITTATTUVADAKKEL THIRUVAMBADY | THIRUVAMBADY | KERALA | ₹4.0 L | L1 | Accepted-AOC Agreement executed |
| 2 | Rejected-Technical KODASSERY PARAMBIL H LESWARAM P O OMASSERY 673 582 | OMASSERY | KOZHIKODE | KERALA | 673582 | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | AHAMMED KUTTY L3 | SARATH SEBASTIAN L1 | ARUN GOPAL L2 |
|---|---|---|---|---|---|---|
| 1.00retarring and road widening work | ||||||
| 1.00 | OD381280/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of
excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly
dressed.
All kinds of soil l(MODIFIED DAR 2.6.1) | 57.96 | cum | 310 ₹17,967.60 | 150 ₹8,694 | 249 ₹14,432.04 |
| 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 | 20.7 | cum | 2,900 ₹60,030 | 2,952 ₹61,106.40 | 2,953 ₹61,127.10 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 31.05 | cum | 3,200 ₹99,360 | 3,312 ₹1.0 L | 3,311 ₹1.0 L |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 207 | sqm | 80 ₹16,560 | 75 ₹15,525 | 76.8 ₹15,897.60 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 207 | sqm | 18.7 ₹3,870.90 | 17 ₹3,519 | 17.28 ₹3,576.96 |
| 1.01 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 414 | sqm | 18.6 ₹7,700.40 | 17 ₹7,038 | 17.28 ₹7,153.92 |
| 1.01 | 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. | 82.8 | sqm | 300 ₹24,840 | 294 ₹24,343.20 | 293 ₹24,260.40 |
| 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) | 621 | sqm | 289.3 ₹1.8 L | 278 ₹1.7 L | 277 ₹1.7 L |
| 1.01 | OD381328/2025-2026:Supplying and fixing ' Sila Phalakam' with Granite stone of Size
900mm x 600mm or
nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on
Hard stone
including all cost conveyance labour charges etc complete | 1 | each | 4,000 ₹4,000 | 4,000 ₹4,000 | 4,461 ₹4,461 |
Tender Value
₹4.2 L
EMD Value
₹10,578
Closing Date
7 Nov 2025, 4:00 pmClosed
ASSISTANT ENGINEER
AEE office LSGD sub division koduvally
PLEASE REFER TENDER DOCUMENTS
2025_LSGD_817621_1
74/AE/KDLY/BP/2025-26
Open Tender
Civil Works - Roads
180 days
KODUVALLY
PLEASE REFER TENDER DOCUMENTS
10 documents required · 10 mandatory
₹935
Yes
₹10,578
Yes
30 Jan 2026
31 Oct 2025
10 Nov 2025
31 Oct 2025
7 Nov 2025
31 Oct 2025
Amount
retarring and road widening work
OD381280/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil l(MODIFIED DAR 2.6.1)
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
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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.
75.5.11.1.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)
OD381328/2025-2026:Supplying and fixing ' Sila Phalakam' with Granite stone of Size 900mm x 600mm or nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on Hard stone including all cost conveyance labour charges etc complete
ARUN GOPAL (BID ID -2431695)
AHAMMED KUTTY (BID ID -2431521)
Bidder Name
AHAMMED KUTTY
SARATH SEBASTIAN
ARUN GOPAL
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