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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.5 LAccepted-AOC | 1 | Accepted-AOC ACCEPTED | |
| 2 | 2₹9.1 L+₹63,485.60 (7.50%)Rejected-Finance | 2 | Rejected-Finance 2 |
| Sl No | Description | Qty | Unit | K P JOY L1 | GRINTO VARGHESE L2 |
|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 495 | sqm | 16.01 ₹7,924.95 Lowest | 16.01 ₹7,924.95 Lowest |
| 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. | 9.54 | sqm | 323.59 ₹3,087.05 Lowest | 323.59 ₹3,087.05 Lowest |
| 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 | 37.12 | cum | 3,750.64 ₹1,39,242.51 Lowest | 4,200 ₹1,55,925 |
| 1.00 | 75.5.1.2pb:Prime Coat - Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 495 | sqm | 99.5 ₹49,252.5 Lowest | 99.5 ₹49,252.5 Lowest |
| 1.00 | 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. | 189 | sqm | 18.9 ₹3,572.1 Lowest | 18.9 ₹3,572.1 Lowest |
| 1.01 | 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. | 495 | sqm | 18.9 ₹9,355.5 Lowest | 18.9 ₹9,355.5 Lowest |
| 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) | 684 | sqm | 302.65 ₹2,07,012.6 Lowest | 350 ₹2,39,400 |
| 1.01 | OD270939/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means
over areas including disposal of excavated earth, lead up to 50 m and lift up to 3 m, disposed earth to be
levelled and neatly dressed. Extra for every additional lift 1.5 m or part there of in excavation / banking
excavated or stacked materials.
All kinds of soil first depth depth up to 3 m
All kinds of soil | 42.87 | cum | 404.86 ₹17,357.16 Lowest | 404.86 ₹17,357.16 Lowest |
| 1.01 | 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) | 42.87 | cum | 9,563.75 ₹4,10,017.09 Lowest | 9,900 ₹4,24,432.8 |
Tender Value
₹8.5 L
EMD Value
₹21,171
Closing Date
5 Jan 2026, 5:00 pmClosed
Laisha E Asokan
Office of the Assistant Executive Engineer, LSGD, Chalakudy Municipality
Annual Plan-S0090/26-Chalakudy Muncipality2025-26 Ward 2 Kaithavalappil Temple road rennovation-General Civil Work ( RETENDER )
2025_LSGD_823987_3
08/2025-26/AEE/LSGD/CKDY
Open Tender
Civil Works - Roads
Item Rate
300 days
chalakudy municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,171
Yes
5 Jul 2026
27 Dec 2025
7 Jan 2026
27 Dec 2025
5 Jan 2026
27 Dec 2025
Amount
ROAD RENOVATION
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
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.
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
75.5.1.2pb:Prime Coat - Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
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.
75.5.2.3pb: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.
75.5.11.1.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)
OD270939/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas including disposal of excavated earth, lead up to 50 m and lift up to 3 m, disposed earth to be levelled and neatly dressed. Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials. All kinds of soil first depth depth up to 3 m All kinds of soil
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)
GRINTO VARGHESE (BID ID -2454715)
Bidder Name
K P JOY
GRINTO VARGHESE
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