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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.0 L+₹10,780.08 (2.74%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.2 L+₹28,580.86 (7.26%)Rejected-Finance | L3 | Rejected-Finance Council Resolution | |
| 4 | L4₹4.6 L+₹64,220.86 (16.3%)Rejected-Finance | L4 | Rejected-Finance Council Resolution |
| Sl No | Description | Qty | Unit | BABU M JOSEPH L1 | TEENA BABU L2 | AJITHKUMAR.C L3 | SANJAY NAMBIAR L4 |
|---|---|---|---|---|---|---|---|
| 1.00RE-TARRING | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 12.36 | cum | 70 ₹865.2 | 70 ₹865.2 | 60 ₹741.6 Lowest | 60 ₹741.6 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 9.27 | cum | 2,000 ₹18,540 Lowest | 2,100 ₹19,467 | 2,200 ₹20,394 | 2,200 ₹20,394 |
| 1.00 | 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) | 14.83 | cum | 7,000 ₹1,03,824 Lowest | 7,100 ₹1,05,307.2 | 8,155 ₹1,20,954.96 | 8,155 ₹1,20,954.96 |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 89.97 | sqm | 330 ₹29,691.75 Lowest | 335 ₹30,141.63 | 350 ₹31,491.25 | 350 ₹31,491.25 |
| 1.00 | 5.2.1a:Tack Coat<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. | 990 | sqm | 13 ₹12,870 | 13 ₹12,870 | 12 ₹11,880 Lowest | 12 ₹11,880 Lowest |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 990 | sqm | 230 ₹2,27,700 Lowest | 238 ₹2,35,620 | 239 ₹2,36,610 | 275 ₹2,72,250 |
Tender Value
₹4.2 L
EMD Value
₹10,569
Closing Date
19 Dec 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer, LIDEW Section, Kanhangad Muni
Office of the Assistant Engineer, LIDEW Section, Kanhangad Municipality
Annual Plan-KMC 2024-25 PRO NO.206- KUSHALNAGAR ITTAMMAL ROAD RETARRING
2024_LSGD_714665_1
206/2024/AE/LIDEW/KMC
Open Tender
Civil Works - Roads
Item Rate
180 days
KANHANGAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,569
Yes
13 Aug 2025
10 Dec 2024
20 Dec 2024
10 Dec 2024
19 Dec 2024
10 Dec 2024
Amount
RE-TARRING
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix 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)
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat<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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
TEENA BABU (BID ID -2027264)
AJITHKUMAR.C (BID ID -2024037)
SANJAY NAMBIAR (BID ID -2027290)
Bidder Name
AJITHKUMAR.C
BABU M JOSEPH
SANJAY NAMBIAR
TEENA BABU
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