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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAdmitted-Fee/PreQual/Technical/Finance KERALA KL | ERNAKULAM | KERALA | 680667 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹13.1 L+₹1.0 L (8.52%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AJI PS L2 | Biju k Cherian L1 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | 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) | 1,468.8 | sqm | 352.57 ₹5,17,854.82 | 350 ₹5,14,080 Lowest |
| 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. | 1,468.8 | sqm | 23.34 ₹34,281.79 Lowest | 24.09 ₹35,383.39 |
| 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. | 66.48 | sqm | 360.7 ₹23,979.34 | 300 ₹19,944 Lowest |
| 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. | 98.16 | sqm | 459.28 ₹45,082.92 | 400 ₹39,264 Lowest |
| 1.00 | OD54280/2026-2027:Providing Plain Cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 Fine aggregate: 4 Course aggregate) laid to required slope and camber in panels @ 3.00m C/C as required including compaction using Needle vibrator, finishing and tamping etc complete . Max size of coarse aggregate not exceed 25mm , mixed in concrete mixer etc complete. Modified 75.8.1 | 51.48 | cum | 8,910.85 ₹4,58,730.56 | 7,600 ₹3,91,248 Lowest |
| 1.01 | OD54281/2026-2027:Sectioning up to 150mm and forming the surface for road way leveling,cambering etc
complete as per direction of Engineer in charge | 351.9 | sqm | 30.23 ₹10,637.94 Lowest | 31.2 ₹10,979.28 |
| 1.01 | OD54552/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and 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 Engineer in charge | 141 | sqm | 1,151.38 ₹1,62,344.58 | 1,000 ₹1,41,000 Lowest |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 4.2 | cum | 64.77 ₹272.03 Lowest | 66.84 ₹280.73 |
| 1.01 | OD54622/2026-2027:Dry rubble masonry with good quality blasted rubbles including conveyance of materials,
labour charges etc complete as per direction of Departmental officers at site- Modified 60.7.1 | 7.71 | cum | 4,031.25 ₹31,080.94 | 3,800 ₹29,298 Lowest |
Tender Value
₹13.6 L
EMD Value
₹33,881
Closing Date
9 Oct 2026, 6:00 pmClosed
The Assistant Engineer
The Assistant Engineer
ROAD RENOVATION
2026_LSGD_875202_1
10/AE/LIDEW/VPT/P87/26-27
Open Tender
Civil Works - Roads
Item Rate
150 days
Valakom GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹33,881
Yes
16 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | 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) | 1,468.8 | sqm | - | - |
| 1.002 | 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. | 1,468.8 | sqm | - | - |
| 1.003 | 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. | 66.48 | sqm | - | - |
| 1.004 | 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. | 98.16 | sqm | - | - |
| 1.005 | OD54280/2026-2027:Providing Plain Cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 Fine aggregate: 4 Course aggregate) laid to required slope and camber in panels @ 3.00m C/C as required including compaction using Needle vibrator, finishing and tamping etc complete . Max size of coarse aggregate not exceed 25mm , mixed in concrete mixer etc complete. Modified 75.8.1 | 51.48 | cum | - | - |
| 1.006 | OD54281/2026-2027:Sectioning up to 150mm and forming the surface for road way leveling,cambering etc
complete as per direction of Engineer in charge | 351.9 | sqm | - | - |
| 1.007 | OD54552/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and 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 Engineer in charge | 141 | sqm | - | - |
| 1.008 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 4.2 | cum | - | - |
| 1.009 | OD54622/2026-2027:Dry rubble masonry with good quality blasted rubbles including conveyance of materials,
labour charges etc complete as per direction of Departmental officers at site- Modified 60.7.1 | 7.71 | cum | - | - |
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