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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC KERALA KL | KOTTAYAM | KERALA | 686001 | ₹4.7 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹4.7 LRejected-AOC | ₹4.7 L | L2 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | ANEES BABU P L1 | GOKUL T L2 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 100.1 | sqm | 424.02 ₹42,444.4 | 431.73 ₹43,216.17 |
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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. | 53.09 | sqm | 328.17 ₹17,420.9 | 334.14 ₹17,737.82 |
| 1.00 | 5.2.1a:Tack Coat 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. | 780 | sqm | 15.52 ₹12,105.6 | 15.8 ₹12,324 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 780 | sqm | 306.85 ₹2,39,343 | 312.42 ₹2,43,687.6 |
| 1.00 | OD13279/2026-2027:Surface dressing of the ground including all charges | 104 | sqm | 37.13 ₹3,861.52 | 37.8 ₹3,931.2 |
| 1.01 | OD17289/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at
OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per
Technical Specification Clause 401. (i) For Grading I Material | 10.4 | cum | 3,338.39 ₹34,719.26 | 3,399.09 ₹35,350.54 |
| 1.01 | OD13281/2026-2027: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) | 12.48 | cum | 9,291.28 ₹1,15,955.17 | 9,460.21 ₹1,18,063.42 |
Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
26 May 2026, 4:00 pmClosed
ARYA R
ASSISTANT ENGINEER LID-EW SECTION THUVVUR GP
86-27, VAZHAKILI VRISHCHIKARKUND ROAD RENNOVATION IN WARD 5-TUVVUR GP-General Civil Work
2026_LSGD_851587_5
AE/LID-EW/TVR/TN-1/2026-27
Open Tender
Civil Works - Roads
270 days
THUVVUR GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,587
Yes
23 Jun 2026
19 May 2026
30 May 2026
19 May 2026
26 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retarring | |||||
| 1.001 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 1 | sqm | - | - |
| 1.002 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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 | 5.2.1a:Tack Coat 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 | - | - |
| 1.004 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | - | sqm | - | - |
| 1.005 | OD13279/2026-2027:Surface dressing of the ground including all charges | - | sqm | - | - |
| 1.006 | OD17289/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at
OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per
Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
| 1.007 | OD13281/2026-2027: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) | - | cum | - | - |
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