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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.6 L+₹63,153.48 (16.1%)Admitted-Fee/PreQual/Technical/Finance | ₹4.6 L+₹63,153.48 (16.1%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.6 L+₹64,066.70 (16.3%)Admitted-Fee/PreQual/Technical/Finance | ₹4.6 L+₹64,066.70 (16.3%) | 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. | 22.76 | sqm | 372.24 ₹8,472.18 | 375 ₹8,535 | 365 ₹8,307.4 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. | 300 | sqm | 24.09 ₹7,227 | 25 ₹7,500 | 23 ₹6,900 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) | 300 | sqm | 363.85 ₹1,09,155 | 365 ₹1,09,500 | 360 ₹1,08,000 Lowest |
| 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) | 30 | cum | 9,563.75 ₹2,86,912.5 | 9,570 ₹2,87,100 | 7,750 ₹2,32,500 Lowest |
| 1.00 | OD158143/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge | 31.8 | sqm | 31.2 ₹992.16 | 32 ₹1,017.6 | 25 ₹795 Lowest |
| 1.01 | OD158144/2026-2027: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) | 4.77 | cum | 9,195.92 ₹43,864.54 | 9,200 ₹43,884 | 7,750 ₹36,967.5 Lowest |
Tender Value
₹4.6 L
EMD Value
₹11,416
Closing Date
19 Sept 2026, 5:00 pmClosed
AE
AE
Proj No. 62/26-27-Ward 13 Keerampara Nedumpara Road Maintenance Keerampara Gp
2026_LSGD_868083_1
ET1-10/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
₹1,010
Yes
₹11,416
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. | 22.76 | 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. | 300 | 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) | 300 | sqm | - | - |
| 1.004 | 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) | 30 | cum | - | - |
| 1.005 | OD158143/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge | 31.8 | sqm | - | - |
| 1.006 | OD158144/2026-2027: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) | 4.77 | cum | - | - |
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