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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | ₹5.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.3 LRejected-Finance | ₹5.3 L | L2 | Rejected-Finance L2 |
| 3 | L3₹5.4 LRejected-Finance | ₹5.4 L | L3 | Rejected-Finance L3 |
| 4 | L4₹5.7 LRejected-Finance | ₹5.7 L | L4 | Rejected-Finance L4 |
| 5 | L6₹5.7 LRejected-Finance | ₹5.7 L | L6 | Rejected-Finance L6 |
| Sl No | Description | Qty | Unit | kappil raghavan sudhakaran L6 | REJI K ITTAN L4 | muralikrishnan L3 | ABUTHAHIR PB L2 | SURESHBABU K S L1 | BINUKUTTAN G L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00concrete | |||||||||
| 1.00 | OD514905/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials
removed) after a prime coat of hot bitumen using 36mm broken stone and compacting with
power roller to get a compact surface | 5.99 | cum | 7,884.23 ₹47,250.19 | 7,853.31 ₹47,064.89 | 7,405.71 ₹44,382.42 | 7,325.14 ₹43,899.56 | 6,811.62 ₹40,822.04 | 7,707.57 ₹46,191.47 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 670 | sqm | 18.3 ₹12,261 | 18.23 ₹12,214.1 | 17.19 ₹11,517.3 | 17 ₹11,390 | 15.81 ₹10,592.7 | 18.7 ₹12,529 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 670 | sqm | 280.19 ₹1,87,727.3 | 279.09 ₹1,86,990.3 | 263.18 ₹1,76,330.6 | 260.32 ₹1,74,414.4 | 242.07 ₹1,62,186.9 | 273.91 ₹1,83,519.7 |
| 1.00 | 75.8.1: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) | 30.75 | cum | 9,265.36 ₹2,84,909.82 | 9,229.02 ₹2,83,792.37 | 8,703 ₹2,67,617.25 | 8,608.33 ₹2,64,706.15 | 8,004.86 ₹2,46,149.45 | 9,400 ₹2,89,050 |
| 1.00 | OD514860/2025-2026:Name board (MORD):Supplying and providing readymade GI name board with all
conveyance,
labour and
hire charges etc complete using GI hollow tube of size 80x40x1.4mm post,
40x20x1.4mm outer
frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over
a coat of
primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4
etc
complete | 1 | each | 2,716.77 ₹2,716.77 | 2,706.11 ₹2,706.11 | 2,551.8 ₹2,551.8 | 2,524.11 ₹2,524.11 | 2,347.17 ₹2,347.17 | 2,655.91 ₹2,655.91 |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 22.5 | cum | 427.73 ₹9,623.93 | 426.05 ₹9,586.13 | 401.77 ₹9,039.83 | 397.39 ₹8,941.28 | 369.54 ₹8,314.65 | 418.14 ₹9,408.15 |
| 1.01 | 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 | 9 | cum | 3,233.74 ₹29,103.66 | 3,221.05 ₹28,989.45 | 3,037.47 ₹27,337.23 | 3,004.43 ₹27,039.87 | 2,793.81 ₹25,144.29 | 3,161.3 ₹28,451.7 |
Tender Value
₹5.9 L
EMD Value
₹14,802
Closing Date
16 Mar 2026, 9:00 amClosed
THULASI K
OFFICE OF ASSISTANT ENGINEER
IRTC PALAKKEEZHU ROAD MAINTENANCE
2026_LSGD_845338_10
ET-04/AE/LIDEW/MDR
Open Tender
Civil Works - Roads
MUNDUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,305
Yes
₹14,802
Yes
22 Jun 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
concrete
OD514905/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <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 dry and hungry bituminous surface 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 <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
75.8.1: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)
OD514860/2025-2026:Name board (MORD):Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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
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