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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Fee/PreQual/Technical/Finance LSGD CHIRAYINKEEZHU | PALAKKAD | KERALA | 678001 | ₹5.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.5 L+₹41,598.41 (8.26%)Admitted-Fee/PreQual/Technical/Finance PALLIYADIYIL VEEDU MUTHUPILAKKADU WEST PO SASTHAMCOTTA 690520 | SASTHAMCOTTA | KOLLAM | KERALA | 690520 | ₹5.5 L+₹41,598.41 (8.26%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Saji Sasi L1 | JAYAKUMAR L2 |
|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||
| 1.00 | 5.2.1a:Tack Coat<br> 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. | 1,155.9 | sqm | 11 ₹12,714.9 Lowest | 13.17 ₹15,223.2 |
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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. | 114.75 | sqm | 271 ₹31,097.25 Lowest | 294.24 ₹33,764.04 |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | 1,155.9 | sqm | 255.8 ₹2,95,679.22 Lowest | 276.97 ₹3,20,149.62 |
| 1.00 | OD108925/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil (
Derived from DAR 2.28.1) | 100.2 | sqm | 31 ₹3,106.2 Lowest | 34.56 ₹3,462.91 |
| 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) | 15.03 | cum | 8,389 ₹1,26,086.67 Lowest | 8,994.17 ₹1,35,182.38 |
| 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) | 4.19 | cum | 8,389 ₹35,183.47 Lowest | 8,985.21 ₹37,683.97 |
Tender Value
₹5.9 L
EMD Value
₹14,822
Closing Date
18 Aug 2026, 4:00 pmClosed
ARCHA GOPAN
ASST ENGINEER , LID EW SECTION , CHIRAYINKEEZHU GRAMAPANCHAYATH
Pro No -147/27 Improvements of Kochuveedu Erupara Road Ward 3 in Chirayinkeezhu GP
2026_LSGD_864732_1
147AE/LIDEW/CKL/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
CHIRAYINKEEZHU
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,310
Yes
₹14,822
Yes
20 Aug 2026
7 Aug 2026
20 Aug 2026
7 Aug 2026
18 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 1.001 | 5.2.1a:Tack Coat<br> 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 | - | - |
| 1.002 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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. | - | sqm | - | - |
| 1.003 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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 | - | - |
| 1.004 | OD108925/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil (
Derived from DAR 2.28.1) | - | sqm | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | 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) | 1 | cum | - | - |
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