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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.5 L+₹33,214.47 (7.93%)Admitted-Fee/PreQual/Technical/Finance | ₹4.5 L+₹33,214.47 (7.93%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.5 L+₹34,812.56 (8.31%)Admitted-Fee/PreQual/Technical/Finance | ₹4.5 L+₹34,812.56 (8.31%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Shaju Mathai L2 | BINDIA L3 | ALVIN VALSALAN L1 |
|---|---|---|---|---|---|---|
| 1.00road | ||||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 36.08 | sqm | 372.24 ₹13,430.42 | 375 ₹13,530 | 365 ₹13,169.2 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 600 | sqm | 24.09 ₹14,454 | 25 ₹15,000 | 23 ₹13,800 Lowest |
| 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) | 600 | sqm | 363.85 ₹2,18,310 | 365 ₹2,19,000 | 360 ₹2,16,000 Lowest |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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 as per Technical Specification Clause 301.4. | 45 | sqm | 16.01 ₹720.45 | 17 ₹765 | 15 ₹675 Lowest |
| 1.00 | OD158543/2026-2027:(DP DATA) Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin- charge. | 45 | sqm | 1,188.21 ₹53,469.45 | 1,190 ₹53,550 | 990 ₹44,550 Lowest |
| 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) | 0.31 | cum | 9,186.73 ₹2,866.26 | 9,200 ₹2,870.4 | 8,000 ₹2,496 Lowest |
| 1.01 | OD158488/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge | 105.6 | sqm | 31.2 ₹3,294.72 | 32 ₹3,379.2 | 30 ₹3,168 Lowest |
| 1.01 | OD158489/2026-2027:OD from Spec 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 , (without form work)mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 15.84 | cum | 9,195.92 ₹1,45,663.37 | 9,199 ₹1,45,712.16 | 7,900 ₹1,25,136 Lowest |
Tender Value
₹4.5 L
EMD Value
₹11,305
Closing Date
19 Sept 2026, 5:00 pmClosed
AE
AE
Proj No. 61/26-27-Ward 13 Keerampara Kanikandam Road Maintenance Keerampara
2026_LSGD_868079_1
ET1-9/AE/LSGD/KEPA/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Keerampara GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,000
Yes
₹11,305
Yes
22 Sept 2026
7 Sept 2026
22 Sept 2026
7 Sept 2026
19 Sept 2026
7 Sept 2026
7 Sept 2026 - 19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road | |||||
| 1.001 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 36.08 | sqm | - | - |
| 1.002 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 600 | sqm | - | - |
| 1.003 | 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) | 600 | sqm | - | - |
| 1.004 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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 as per Technical Specification Clause 301.4. | 45 | sqm | - | - |
| 1.005 | OD158543/2026-2027:(DP DATA) Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin- charge. | 45 | sqm | - | - |
| 1.006 | 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) | 0.31 | cum | - | - |
| 1.007 | OD158488/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge | 105.6 | sqm | - | - |
| 1.008 | OD158489/2026-2027:OD from Spec 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 , (without form work)mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 15.84 | cum | - | - |
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