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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.2 dtd.27.02.26 of Peringome Vayakkara GP | |
| 2 | L2₹13.6 L+₹38,423.72 (2.90%)Rejected-AOC ADUKKATTU HOUSE THIMIRI PO | KERALA | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | U P KAMALAKSHAN L1 | A K REJEESH 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. | 21.94 | sqm | 294.59 ₹6,463.3 | 281.29 ₹6,171.5 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. | 760.5 | sqm | 14.88 ₹11,316.24 Lowest | 18.39 ₹13,985.6 |
| 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) | 760.5 | sqm | 277.57 ₹2,11,091.99 Lowest | 285.21 ₹2,16,902.21 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 224.23 | cum | 48.52 ₹10,879.59 Lowest | 50.07 ₹11,227.15 |
| 1.00 | OD449670/2024-2025:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10
<br> (i) Nominal mix 1:3:6 (Modified 11.4.1.1 Formwork excluded) | 23.61 | cum | 7,682.42 ₹1,81,381.94 Lowest | 8,468.06 ₹1,99,930.9 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 92.41 | cum | 7,808.09 ₹7,21,506.56 Lowest | 8,076.02 ₹7,46,264.63 |
| 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) | 8.76 | cum | 8,154.23 ₹71,390.28 | 6,713.69 ₹58,778.36 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 5.67 | cum | 8,775.73 ₹49,758.39 Lowest | 9,075.73 ₹51,459.39 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.57 | tonne | 89,148.16 ₹50,547.01 Lowest | 92,672.38 ₹52,545.24 |
Tender Value
₹13.9 L
EMD Value
₹34,644
Closing Date
24 Feb 2026, 4:00 pmClosed
Assistant Engineer
Peringome Vayakkara GP
LRRP-2024-2025 Payyannur LAC SL No.2426 Renovation Works At madakkampoyil Kodannur Road
2026_LSGD_828201_8
E4/3352/25-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Peringome Vayakkara GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹34,644
Yes
16 May 2026
17 Feb 2026
26 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 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. | - | 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. | - | 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) | - | sqm | - | - |
| 1.004 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 0.6 | cum | - | - |
| 1.005 | OD449670/2024-2025:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10
<br> (i) Nominal mix 1:3:6 (Modified 11.4.1.1 Formwork excluded) | 1 | cum | - | - |
| 1.006 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1 | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
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