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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | ₹5.9 L | L1 | Accepted-AOC Accepted by panchayath committee |
| 2 | L2₹5.9 L+₹2,968.20 (0.50%)Rejected-Finance KANDATHIL HOUSE CHERUVATHUR KASARGOD KERALA | CHERUVATHUR | KASARGOD | KERALA | ₹5.9 L+₹2,968.20 (0.50%) | L2 | Rejected-Finance Rejected by panchayath committee |
| Sl No | Description | Qty | Unit | SULAIMAN V Y L1 | UMMER M A L2 |
|---|---|---|---|---|---|
| 1.00Road retaring | |||||
| 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. | 45.4 | sqm | 311.34 ₹14,134.84 Lowest | 312.91 ₹14,206.11 |
| 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. | 40.3 | sqm | 404.07 ₹16,284.02 Lowest | 406.11 ₹16,366.23 |
| 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. | 1,050 | sqm | 15.71 ₹16,495.5 Lowest | 15.79 ₹16,579.5 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 1,050 | sqm | 287.76 ₹3,02,148 Lowest | 289.21 ₹3,03,670.5 |
| 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 | 38.15 | cum | 439.29 ₹16,758.91 Lowest | 441.5 ₹16,843.23 |
| 1.01 | OD447907/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming, etc complete for improving the
CBR value of subgrade | 15.26 | cum | 942.8 ₹14,387.13 Lowest | 947.54 ₹14,459.46 |
| 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) | 22.89 | cum | 9,140.79 ₹2,09,232.68 Lowest | 9,186.73 ₹2,10,284.25 |
Tender Value
₹5.9 L
EMD Value
₹14,810
Closing Date
12 Feb 2026, 2:00 pmClosed
AE LID EW
VALLATHOL NAGAR GRAMA PANCHAYATH
Annual Plan Vallatholnagar GP Project no 116 26 THOTTASSERI PADI ROAD BALANCE PORTION WARD 1 General Civil Work
2026_LSGD_832790_1
Etdr/08/2025-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
VALLATHOL NAGAR GRAMA PANCHAYATH
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,310
₹14,810
14 Jul 2026
4 Feb 2026
13 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road retaring | |||||
| 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. | 1 | sqm | - | - |
| 1.002 | 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. | 1 | sqm | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | OD447907/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming, etc complete for improving the
CBR value of subgrade | 1 | 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 | - | - |
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