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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-AOC KERALA KL | KOTTAYAM | KERALA | 686001 | ₹12.1 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹12.3 LRejected-AOC | ₹12.3 L | L2 | Rejected-AOC HIGHER RATE REJECTED |
| Sl No | Description | Qty | Unit | ANEES BABU P L1 | GOKUL T L2 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | OD13261/2026-2027:Surface dressing of the ground including all charges | 894.6 | sqm | 37.13 ₹33,216.50 | 37.8 ₹33,815.88 |
| 1.00 | OD13332/2026-2027:[OD From MORD 4.1.A.1] 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 Plate Vibrator to achieve the desired
density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 89.46 | cum | 3,338.39 ₹3.0 L | 3,399.09 ₹3.0 L |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 134.19 | cum | 3,794.91 ₹5.1 L | 3,863.91 ₹5.2 L |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 894.6 | sqm | 87.87 ₹78,608.50 | 89.47 ₹80,039.86 |
| 1.00 | 5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 894.6 | sqm | 18.56 ₹16,603.78 | 18.89 ₹16,898.99 |
| 1.01 | 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) | 894.6 | sqm | 306.85 ₹2.7 L | 312.42 ₹2.8 L |
Updated dates
Tender Value
₹11.0 L
EMD Value
₹27,519
Closing Date
27 May 2026, 9:00 amClosed
ARYA R
ASSISTANT ENGINEER LID-EW SECTION THUVVUR GP
68-27 PARERI VAZHAKILI AMAPPOYIL ROAD RENNOVATION IN WARD 4-TUVVUR GP-General Civil Work
2026_LSGD_851587_6
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
₹2,760
Yes
₹27,519
Yes
27 Jun 2026
19 May 2026
30 May 2026
19 May 2026
27 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Retarring | ||||||
| 1.001 | OD13261/2026-2027:Surface dressing of the ground including all charges | - | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD13332/2026-2027:[OD From MORD 4.1.A.1] 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 Plate Vibrator to achieve the desired
density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
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