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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₹7.0 LAccepted-AOC | L1 | Accepted-AOC ENCLOSEDS | |
| 2 | L2₹7.5 L+₹53,672.38 (7.66%)Rejected-AOC KALLIMEL P O | IDUKKI | KERALA | 685533 | L2 | Rejected-AOC ENCLOSEDS | |
| 3 | L3₹8.4 L+₹1.4 L (20.3%)Rejected-AOC | L3 | Rejected-AOC ENCLOSEDS |
| Sl No | Description | Qty | Unit | anadarajan L1 | KESAVAN MOHANDAS L2 | K T VARGHESE L3 |
|---|---|---|---|---|---|---|
| 1.00Road retarring& berm concreting | ||||||
| 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. | 60.54 | sqm | 295.11 ₹17,865.96 Lowest | 320 ₹19,372.8 | 499 ₹30,209.46 |
| 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. | 32.62 | sqm | 381.51 ₹12,444.86 Lowest | 410 ₹13,374.2 | 599 ₹19,539.38 |
| 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. | 1,320 | sqm | 15.79 ₹20,842.8 | 15.5 ₹20,460 Lowest | 20 ₹26,400 |
| 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) | 1,320 | sqm | 290 ₹3,82,800 Lowest | 300 ₹3,96,000 | 319 ₹4,21,080 |
| 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 | 31.68 | cum | 350 ₹11,088 Lowest | 440 ₹13,939.2 | 599 ₹18,976.32 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 31.68 | cum | 8,000 ₹2,53,440 Lowest | 9,087.99 ₹2,87,907.52 | 9,999 ₹3,16,768.32 |
| 1.01 | OD436561/2024-2025:supplying and fixing Name Board as per the direction of engineer in charge | 1 | each | 2,500 ₹2,500 Lowest | 3,600.28 ₹3,600.28 | 9,999 ₹9,999 |
Tender Value
₹7.6 L
EMD Value
₹19,056
Closing Date
16 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
Office of the Assistant Executive Engineer, LID EW, Sub Division Mavelikara Block Panchayath
Annual Plan-Mavelikara BP S0016/26 Improvement Works To Mudiyathara School Karuthedathupadi Road Ward-7 Chennithala Grama Panchayath
2025_LSGD_781865_3
01/AE/LSGD/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
MAVELIKARA BP
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,680
Yes
₹19,056
Yes
21 Sept 2025
6 Aug 2025
19 Aug 2025
6 Aug 2025
16 Aug 2025
6 Aug 2025
Amount
Road retarring& berm concreting
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
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD436561/2024-2025:supplying and fixing Name Board as per the direction of engineer in charge
KESAVAN MOHANDAS (BID ID -2288398)
K T VARGHESE (BID ID -2288418)
Bidder Name
KESAVAN MOHANDAS
anadarajan
K T VARGHESE
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finance_1283239.pdf
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