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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.5 LAccepted-AOC | ₹38.5 L | L1 | Accepted-AOC AOC |
| Sl No | Description | Qty | Unit | CHIRAKADAVU SREEMURUKA CONSTRUCTION L1 |
|---|---|---|---|---|
| 1.00Road maintenance( Concrete, Re concrete and MSS) | ||||
| 1.00 | OD182401/2025-2026:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a
Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a
depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m
and consolidation of the aggregate received from scarifying with power road roller of 8 to 10
tonne capacity as per Technical Specification Clause 301.4 | 136.5 | sqm | 19.15 ₹2,613.98 Lowest |
| 1.00 | OD435512/2024-2025:Surface dressing of the ground in all kinds of soil including removing vegetation and in- equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.50m. | 451.5 | sqm | 36.75 ₹16,592.63 Lowest |
| 1.00 | OD470859/2024-2025: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 | 1.82 | cum | 8,655.27 ₹15,726.63 Lowest |
| 1.00 | 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) | 18.82 | cum | 9,186.73 ₹1,72,940.19 Lowest |
| 1.00 | 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) | 124.26 | cum | 9,554.21 ₹11,87,206.13 Lowest |
| 1.01 | 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) | 87.97 | cum | 9,563.75 ₹8,41,370.91 Lowest |
| 1.01 | 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. | 113.1 | sqm | 323.59 ₹36,598.03 Lowest |
| 1.01 | 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. | 594 | sqm | 15.79 ₹9,379.26 Lowest |
| 1.01 | 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) | 594 | sqm | 302.65 ₹1,79,774.1 Lowest |
Tender Value
₹38.5 L
Closing Date
16 Feb 2026, 10:00 amClosed
Assistant Engineer
LID EW SECTION NEDUVATHOOR GRAMA PANCHAYAT
LRRP_2024-25_KOTTARAKKARA LAC_Sl.No. 564/2025_KUTTIKKADU JUNCTION EDATHARA ROAD_NEDUVATHOOR GP_KOLLAM DISTRICT
2026_LSGD_828143_4
05/LRRP/2025/AE/LIDEW/NDVR
Open Tender
Civil Works - Roads
Item Rate
120 days
Neduvathoor GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
Exempted
10 Sept 2026
7 Feb 2026
17 Feb 2026
7 Feb 2026
16 Feb 2026
7 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance( Concrete, Re concrete and MSS) | |||||
| 1.001 | OD182401/2025-2026:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a
Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a
depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m
and consolidation of the aggregate received from scarifying with power road roller of 8 to 10
tonne capacity as per Technical Specification Clause 301.4 | 136.5 | sqm | - | - |
| 1.002 | OD435512/2024-2025:Surface dressing of the ground in all kinds of soil including removing vegetation and in- equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.50m. | 451.5 | sqm | - | - |
| 1.003 | OD470859/2024-2025: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 | 1.82 | cum | - | - |
| 1.004 | 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) | 18.83 | cum | - | - |
| 1.005 | 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) | 124.26 | cum | - | - |
| 1.006 | 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) | 87.98 | cum | - | - |
| 1.007 | 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. | 113.1 | sqm | - | - |
| 1.008 | 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. | 594 | sqm | - | - |
| 1.009 | 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) | 594 | sqm | - | - |
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