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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC | ₹4.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.5 L+₹16,767 (3.83%)Rejected-Finance | ₹4.5 L+₹16,767 (3.83%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | JINO D U L3 | KANAKARAJ N L1 | ARUN KUMAR A S L2 |
|---|---|---|---|---|---|---|
| 1.00KALLUVILA ROAD | ||||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 7.25 | cum | 417.21 ₹3,024.77 | 390.55 ₹2,831.49 Lowest | 415.35 ₹3,011.29 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 3.75 | cum | 3,061.29 ₹11,479.84 | 2,935.16 ₹11,006.85 Lowest | 3,047.65 ₹11,428.69 |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 56.25 | cum | 3,441.73 ₹1,93,597.31 | 3,294.37 ₹1,85,308.31 Lowest | 3,426.4 ₹1,92,735 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <br> 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 | 375 | sqm | 69.07 ₹25,901.25 | 65.55 ₹24,581.25 Lowest | 68.76 ₹25,785 |
| 1.00 | 5.2.3a:Tack Coat <br>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. | 375 | sqm | 15.04 ₹5,640 | 14.3 ₹5,362.5 Lowest | 14.97 ₹5,613.75 |
| 1.01 | 5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65) | 375 | sqm | 200.94 ₹75,352.5 | 193.91 ₹72,716.25 Lowest | 200.04 ₹75,015 |
| 1.01 | 5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65) | 375 | sqm | 84.32 ₹31,620 | 81.4 ₹30,525 Lowest | 83.95 ₹31,481.25 |
| 1.01 | OD441008/2025-2026:Surface dressing of the ground including removing vegetation and in equalities not
exceeding 15cm deep and disposal of rubbish,lead up to 50 m and lift up to 1.5 m | 125 | sqm | 33.73 ₹4,216.25 | 32.34 ₹4,042.5 Lowest | 33.58 ₹4,197.5 |
| 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) | 12.5 | cum | 8,433.01 ₹1,05,412.63 | 8,085.55 ₹1,01,069.38 Lowest | 8,395.45 ₹1,04,943.13 |
Tender Value
₹5.1 L
EMD Value
₹12,702
Closing Date
21 Mar 2026, 6:00 pmClosed
Assistant Engineer
Kulathoor GP
Annual Plan-Kulathoor GP 2025-26 (P.No-453) PozhiyoorPHC Kalluvila road maintenance in ward-9 in kulathoor gp-General Civil Work
2026_LSGD_847133_5
1/AE/LIDEW/KUL/Tender/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Kulathoor GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,120
Yes
₹12,702
Yes
11 Aug 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
21 Mar 2026
13 Mar 2026
13 Mar 2026 - 21 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1KALLUVILA ROAD | |||||
| 1.001 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | - | cum | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | - | cum | - | - |
| 1.003 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.004 | 5.1.1a:Prime Coat :- Low porosity <br> 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 | - | - |
| 1.005 | 5.2.3a:Tack Coat <br>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 | - | - |
| 1.006 | 5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.007 | 5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.008 | OD441008/2025-2026:Surface dressing of the ground including removing vegetation and in equalities not
exceeding 15cm deep and disposal of rubbish,lead up to 50 m and lift up to 1.5 m | - | sqm | - | - |
| 1.009 | 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) | - | cum | - | - |
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