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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.9 LAccepted-AOC | ₹4.9 L | 1 | Accepted-AOC accepted |
| 2 | Rejected-Technical | - | - | Rejected-Technical high quoted |
| 3 | Rejected-Technical | - | - | Rejected-Technical high quoted |
| Sl No | Description | Qty | Unit | Muhammed Jasir L3 | M SUNDARESAN L2 | K GOPALAKRISHNAN L1 |
|---|---|---|---|---|---|---|
| 1.00Remetalling | ||||||
| 1.00 | OD183472/2025-2026:Scarifying the existing road surface upto a depth of 150mm and compacting aggregate obtained from scarifying with power roller | 330.15 | sqm | 11.5 ₹3,796.73 | 8.5 ₹2,806.28 | 8.19 ₹2,703.93 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 | 51.86 | cum | 4,313.24 ₹2,23,697.57 | 4,088.2 ₹2,12,026.32 | 3,938.17 ₹2,04,245.31 Lowest |
| 1.00 | 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 | 351.6 | sqm | 92.43 ₹32,498.39 | 87.6 ₹30,800.16 | 84.39 ₹29,671.52 Lowest |
| 1.00 | 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. | 351.6 | sqm | 21.74 ₹7,643.78 | 20.59 ₹7,239.44 | 19.83 ₹6,972.23 Lowest |
| 1.00 | 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) | 351.6 | sqm | 348.05 ₹1,22,374.38 | 315.24 ₹1,10,838.38 | 303.67 ₹1,06,770.37 Lowest |
| 2.00Interlock | ||||||
| 2.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local 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. <br>(ii) Using Gravel mix soil. | 9.62 | cum | 2,856.68 ₹27,495.55 | 2,707.64 ₹26,061.04 | 2,608.27 ₹25,104.6 Lowest |
| 2.00 | OD389654/2025-2026:Interlocking concrete Block PavementProviding and Laying of Interlocking Concrete
Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504 | 82.5 | sqm | 1,298.8 ₹1,07,151 | 1,227.75 ₹1,01,289.38 | 1,182.7 ₹97,572.75 Lowest |
| 2.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.81 | cum | 10,987.34 ₹19,843.14 | 10,414.09 ₹18,807.85 | 10,031.92 ₹18,117.65 Lowest |
Tender Value
₹4.7 L
EMD Value
₹11,758
Closing Date
28 Jan 2026, 6:00 pmClosed
o/ o Assistant Engineer Kandalloor GP
o/ o Assistant Engineer Kandalloor GP
A n n u a l P l a n P r o j N o S O 0 1 2 6 2 6 RENNOVATION OF PULLUKULANGARA KOOTTUMVATHUKKAL KADAVU ROAD IN WARD 09
2026_LSGD_829208_2
T5/2025-26/AE LID EW/Kandalloor/SO2
Open Tender
Civil Works - Roads
Item Rate
180 days
o/ o Assistant Engineer Kandalloor GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,040
Yes
₹11,758
Yes
31 Jul 2026
20 Jan 2026
29 Jan 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
Remetalling
OD183472/2025-2026:Scarifying the existing road surface upto a depth of 150mm and compacting aggregate obtained from scarifying with power roller
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
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
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.
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)
Interlock
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local 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. <br>(ii) Using Gravel mix soil.
OD389654/2025-2026:Interlocking concrete Block PavementProviding and Laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD389675/2025-2026:Supplying and fixing information board 75*60 cm size using GI pipes and post & 1mm sheet surrounded by MS angles including painting lettering and fixing in concrete etc complete
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