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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.9 LAccepted-AOC | ₹5.9 L | 1 | Accepted-AOC ACCEPTED |
| 2 | 2₹5.9 L+₹7.12 (<0.01%)Rejected-Finance | ₹5.9 L+₹7.12 (<0.01%) | 2 | Rejected-Finance 2 |
| 3 | 3₹6.5 L+₹53,302.87 (9.00%)Rejected-Finance | ₹6.5 L+₹53,302.87 (9.00%) | 3 | Rejected-Finance 3 |
| Sl No | Description | Qty | Unit | Saraya Contractors L3 | GRINTO VARGHESE L1 | CHALAKUDY REGIONAL CO OPERATIVE SOCIETY LTD L2 |
|---|---|---|---|---|---|---|
| 1.00RENOVATION | ||||||
| 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. | 27.75 | sqm | 308.41 ₹8,558.38 | 283.8 ₹7,875.45 Lowest | 283.8 ₹7,875.45 Lowest |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 62.25 | sqm | 401.56 ₹24,997.11 | 368.41 ₹22,933.52 Lowest | 368.41 ₹22,933.52 Lowest |
| 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. | 1,080 | sqm | 15.76 ₹17,020.8 | 14.46 ₹15,616.8 Lowest | 14.46 ₹15,616.8 Lowest |
| 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) | 1,080 | sqm | 280.44 ₹3,02,875.2 | 257.29 ₹2,77,873.2 Lowest | 257.29 ₹2,77,873.2 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 30.96 | cum | 390.76 ₹12,097.93 | 358.5 ₹11,099.16 Lowest | 358.5 ₹11,099.16 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) | 30.96 | cum | 9,053.79 ₹2,80,305.34 | 8,306 ₹2,57,153.76 Lowest | 8,306.23 ₹2,57,160.88 |
Tender Value
₹5.9 L
EMD Value
₹14,814
Closing Date
9 Jun 2025, 4:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT EXECUTIVE ENGINEER, LSGD MUNICIPAL OFFICE CHALAKUDY, PIN -680307
Annual Plan-S0400/25-Chalakudy Municipality 2024-25 Retarring of bylane near Chenathunadu Anganwadi, Chenathunadu NSS Karayogam Hall to Veliyath kadavu,Chenathunadu Road Retarring and Side Concreting and Veliyathukadavu Road Raising and tarring
2025_LSGD_767290_2
02/AEE/2025-26/CIVIL WORK/CHALAKUDY MUNICIPALITY
Open Tender
Civil Works - Roads
Item Rate
CHALAKUDY
Please refer Tender documents
9 documents required · 9 mandatory
₹1,310
Yes
₹14,814
Yes
5 Jul 2026
2 Jun 2025
10 Jun 2025
2 Jun 2025
9 Jun 2025
2 Jun 2025
Amount
RENOVATION
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.
75.5.5.B.2pb:Modified Penetration Macadam 75 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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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)
CHALAKUDY REGIONAL CO OPERATIVE SOCIETY LTD (BID ID -2222790)
Saraya Contractors (BID ID -2222215)
Bidder Name
Saraya Contractors
GRINTO VARGHESE
CHALAKUDY REGIONAL CO OPERATIVE SOCIETY LTD
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