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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 | 1₹6.6 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 2₹7.1 L+₹55,111.81 (8.39%)Rejected-Finance | 2 | Rejected-Finance 2 |
| Sl No | Description | Qty | Unit | VISHNU B H L1 | REJIN L2 |
|---|---|---|---|---|---|
| 1.00road maintanance | |||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 17.72 | sqm | 400 ₹7,088 | 384.27 ₹6,809.26 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. | 752 | sqm | 15 ₹11,280 Lowest | 15.5 ₹11,656 |
| 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) | 752 | sqm | 280 ₹2,10,560 | 272.56 ₹2,04,965.12 Lowest |
| 1.00 | OD87737/2025-2026:Scarifying the existing Bituminous road surface to a Depth of 150 mm by Mechanical Means
Scarifying the existing Bituminous road surface to a depth of 150 mm and re-compacting the
Aggregate received from Scarifying with Static Roller. | 144 | sqm | 50 ₹7,200 | 41.29 ₹5,945.76 Lowest |
| 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) | 33.75 | cum | 8,000 ₹2,70,000 Lowest | 9,261.43 ₹3,12,573.26 |
| 1.01 | OD86831/2025-2026:MoRD Surface dressing of the ground in all kinds of soil including vegitations and inequalities not exeeding 15 cm deep and disposel of rubbish lead up to 50m and lift up to 1.5 mt | 200 | sqm | 20 ₹4,000 Lowest | 35.04 ₹7,008 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 17.85 | cum | 8,200 ₹1,46,370 Lowest | 9,112.18 ₹1,62,652.41 |
Tender Value
₹7.6 L
EMD Value
₹19,068
Closing Date
8 Jul 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
DEEPIKA S
OFFICE OF ASSISTANT ENGINEER LID EW SECTION KARAVARM GP
KARAVARAM GP 2025 26 PLAMUTTAM KALLUVETTAMKUZHI ROAD MAINTENENCE IN WARD 16 64
2025_LSGD_771681_15
01/TNDR/AE/LSGD/KVM/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KARAVARAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,685
₹19,068
28 Nov 2025
26 Jun 2025
10 Jul 2025
26 Jun 2025
8 Jul 2025
26 Jun 2025
Amount
road maintanance
75.5.5.B.2pb:Modified Penetration Macadam 75 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.
75.5.2.1pb: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)
OD87737/2025-2026:Scarifying the existing Bituminous road surface to a Depth of 150 mm by Mechanical Means Scarifying the existing Bituminous road surface to a depth of 150 mm and re-compacting the Aggregate received from Scarifying with Static Roller.
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)
OD86831/2025-2026:MoRD Surface dressing of the ground in all kinds of soil including vegitations and inequalities not exeeding 15 cm deep and disposel of rubbish lead up to 50m and lift up to 1.5 mt
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
REJIN (BID ID -2244652)
Bidder Name
VISHNU B H
REJIN
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finance_1260073.pdf
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