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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₹5.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.3 L+₹16,019.89 (3.14%)Admitted-Fee/PreQual/Technical/Finance BXMPS0586H | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹5.5 L+₹36,719.63 (7.20%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Krishnajith.R L3 | BINDIA L1 | SOJAN N GEORGE L2 |
|---|---|---|---|---|---|---|
| 1.00road maintenance | ||||||
| 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. | 76.5 | sqm | 372.24 ₹28,476.36 | 350 ₹26,775 Lowest | 372 ₹28,458 |
| 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. | 448.29 | sqm | 23.55 ₹10,557.23 | 23 ₹10,310.67 Lowest | 24 ₹10,758.96 |
| 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) | 448.29 | sqm | 363.85 ₹1,63,110.32 | 320 ₹1,43,452.8 Lowest | 363 ₹1,62,729.27 |
| 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. | 40.21 | cum | 75.9 ₹3,051.79 | 400 ₹16,083.2 | 66 ₹2,653.73 Lowest |
| 1.00 | OD88735/2026-2027:Providing Plain cement concrete for road work( Exclusive of form work )CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1 | 40.21 | cum | 8,500 ₹3,41,768 | 7,800 ₹3,13,622.4 Lowest | 8,000 ₹3,21,664 |
Tender Value
₹5.7 L
EMD Value
₹14,371
Closing Date
2 Nov 2026, 11:30 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
OfficeofAssistant EngineerLIDEWSectionMudakuzhaGP
OfficeofAssistant EngineerLIDEWSectionMudakuzhaGP
230/26-27 Renovation of P K Mathai Bye lane Road in ward 8 of Mudakuzha GPretarring irish
2026_LSGD_839790_38
10/AE/LSGD/MUDAKUZHA/25-26
Open Tender
Civil Works - Others
Item Rate
Mudakuzha GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,270
₹14,371
4 Nov 2026
24 Oct 2026
3 Nov 2026
24 Oct 2026
2 Nov 2026
24 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road maintenance | |||||
| 1.001 | 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. | 76.5 | sqm | - | - |
| 1.002 | 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. | 448.29 | sqm | - | - |
| 1.003 | 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) | 448.29 | sqm | - | - |
| 1.004 | 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. | 40.21 | cum | - | - |
| 1.005 | OD88735/2026-2027:Providing Plain cement concrete for road work( Exclusive of form work )CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1 | 40.21 | cum | - | - |
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