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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.8 L+₹1.0 L (15.2%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SREEKUMAR R L1 | Saju R L2 |
|---|---|---|---|---|---|
| 1.00Retaring | |||||
| 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. | 29.7 | sqm | 365.63 ₹10,859.21 Lowest | 420 ₹12,474 |
| 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. | 377 | sqm | 21.24 ₹8,007.48 Lowest | 25 ₹9,425 |
| 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) | 377 | sqm | 358.66 ₹1,35,214.82 Lowest | 415 ₹1,56,455 |
| 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. | 240 | sqm | 16.36 ₹3,926.4 Lowest | 20 ₹4,800 |
| 1.00 | OD90254/2026-2027:Providing plain cement concrete for Road Work CC 1:2:4 laid to required slope and camber in panels (@3m c/c)as reqired including compaction ,finishing and tamping etc complete max size of course aggregate not exceeding 25mm ,mixed in concrete mixer etc complete as per specification (Form work Excluded and Needle vibrator included) Nominal Mix(1:2:4) | 36 | cum | 9,400.27 ₹3,38,409.72 Lowest | 10,810 ₹3,89,160 |
| 1.01 | OD90943/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver
block of M - 40 hydraulic blocks approved size design and shape ,laid in required pattern and including a compacted bed of 6mm stone aggregate of approved size,
design & shape, laid in required colour and pattern over and including 50 mm thick
filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 142.1 | sqm | 1,204.32 ₹1,71,133.87 Lowest | 1,385 ₹1,96,808.5 |
| 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) | 1.1 | cum | 9,390.88 ₹10,329.97 Lowest | 10,800 ₹11,880 |
Tender Value
₹6.8 L
EMD Value
₹16,947
Closing Date
18 Sept 2026, 5:00 pmClosed
Assistant Engineer
o/o Assistant Engineer Vilavoorkkal GP
Project No. 91/2026-27- Improvements to Parapotta Kushavoorkonam road-
2026_LSGD_868812_1
01/AE/LIDEW/VKL/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Vilavoorkkal
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,495
Yes
₹16,947
Yes
9 Oct 2026
10 Sept 2026
23 Sept 2026
10 Sept 2026
18 Sept 2026
10 Sept 2026
10 Sept 2026 - 18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retaring | |||||
| 1.001 | 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. | 29.7 | sqm | - | - |
| 1.002 | 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. | 377 | 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) | 377 | 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. | 240 | sqm | - | - |
| 1.005 | OD90254/2026-2027:Providing plain cement concrete for Road Work CC 1:2:4 laid to required slope and camber in panels (@3m c/c)as reqired including compaction ,finishing and tamping etc complete max size of course aggregate not exceeding 25mm ,mixed in concrete mixer etc complete as per specification (Form work Excluded and Needle vibrator included) Nominal Mix(1:2:4) | 36 | cum | - | - |
| 1.006 | OD90943/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver
block of M - 40 hydraulic blocks approved size design and shape ,laid in required pattern and including a compacted bed of 6mm stone aggregate of approved size,
design & shape, laid in required colour and pattern over and including 50 mm thick
filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 142.1 | sqm | - | - |
| 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) | 1.1 | cum | - | - |
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