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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED BETWEEN CONTRACTOR AND AE |
| Sl No | Description | Qty | Unit | SHIHABUDEEN POTHANGODU L1 |
|---|---|---|---|---|
| 1.00INTERLOCK | ||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 159 | sqm | 14 ₹2,226 Lowest |
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements 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 (II) By Mechanical Means (A) Bituminous Courses | 4.32 | cum | 424 ₹1,831.68 Lowest |
| 1.00 | OD336585/2025-2026:od1336463/2021_2022 :Granular sub-base/base/surface course with serviceable material available during
scarifying of existing road. Construction of granular sub-base with departmental material spreading in
uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once
and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per
Technical Specification Clause 408. ( Modified 4.11.2) | 9.54 | cum | 190 ₹1,812.6 Lowest |
| 1.00 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 6.36 | cum | 3,124 ₹19,868.64 Lowest |
| 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 | 37.35 | cum | 3,500 ₹1,30,725 Lowest |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 159 | sqm | 80 ₹12,720 Lowest |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 159 | sqm | 18 ₹2,862 Lowest |
| 1.01 | 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) | 159 | sqm | 285 ₹45,315 Lowest |
| 1.01 | OD148185/2025-2026:Interlocking concrete block pavement- Providing and laying of interlocking concrete block
pavements having thickness 80 mm or nearest thickness, minimum strength M40 including
providing a layer of 6mm aggregate for 50 mm thickness , then laying interlock cobbles in lines
and levels as per the direction of the departmental officers at site inclusive of all cost and
conveyance charges etc. complete. | 180 | sqm | 1,002 ₹1,80,360 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,699
Closing Date
10 Mar 2026, 6:00 pmClosed
JINITHA KUMARI P
Office of the Assistant Engineer, LID and EW Section, Panoor Municipality
Annual Plan-PROJECT NO 149/25-26 KUYYALIL VISHNU VILASAM U P SCHOOL ROAD REMAINING PORTION INTERLOCK -WARD 15-PANOOR MUNCIPALITY-General Civil Work
2025_LSGD_817332_56
AE/LSGD/PNR/13/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
PANOOR MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,699
Yes
2 Jul 2026
3 Mar 2026
12 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INTERLOCK | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | - | sqm | - | - |
| 1.002 | 2.14.2.A:Dismantling of Flexible Pavements 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 (II) By Mechanical Means (A) Bituminous Courses | - | cum | - | - |
| 1.003 | OD336585/2025-2026:od1336463/2021_2022 :Granular sub-base/base/surface course with serviceable material available during
scarifying of existing road. Construction of granular sub-base with departmental material spreading in
uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once
and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per
Technical Specification Clause 408. ( Modified 4.11.2) | 1 | cum | - | - |
| 1.004 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | - | - |
| 1.007 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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 | - | - |
| 1.008 | 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) | - | sqm | - | - |
| 1.009 | OD148185/2025-2026:Interlocking concrete block pavement- Providing and laying of interlocking concrete block
pavements having thickness 80 mm or nearest thickness, minimum strength M40 including
providing a layer of 6mm aggregate for 50 mm thickness , then laying interlock cobbles in lines
and levels as per the direction of the departmental officers at site inclusive of all cost and
conveyance charges etc. complete. | - | sqm | - | - |
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