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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1ST₹12.1 LAccepted-AOC | ₹12.1 L | 1ST | Accepted-AOC 1ST |
| 2 | 2ND₹13.3 LRejected-AOC | ₹13.3 L | 2ND | Rejected-AOC 2ND |
| 3 | 3RD₹14.0 LRejected-AOC | ₹14.0 L | 3RD | Rejected-AOC 3RD |
| Sl No | Description | Qty | Unit | Anoop.G L2 | GOPALAKRISHNAKURUP L3 | PRABHAKARAN S L1 |
|---|---|---|---|---|---|---|
| 1.00Inter lock | ||||||
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 188.72 | cum | 52.26 ₹9,862.35 | 54.7 ₹10,322.82 | 49 ₹9,247.13 |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 91.91 | cum | 3,774.45 ₹3.5 L | 3,950.59 ₹3.6 L | 3,300 ₹3.0 L |
| 1.00 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | 546.63 | sqm | 1,126.33 ₹6.2 L | 1,178.89 ₹6.4 L | 1,050 ₹5.7 L |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 6.75 | cum | 7,694.46 ₹51,937.61 | 8,053.53 ₹54,361.33 | 6,900 ₹46,575 |
| 1.00 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.44 | MT | 1,05,716.1 ₹46,409.37 | 1,10,649 ₹48,574.91 | 95,000 ₹41,705 |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 17.66 | cum | 9,310.67 ₹1.6 L | 9,745.17 ₹1.7 L | 8,300 ₹1.5 L |
| 1.01 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 6.45 | cum | 9,683.09 ₹62,455.93 | 10,134.97 ₹65,370.56 | 8,800 ₹56,760 |
| 1.01 | 55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete | 6.45 | cum | 3,365.09 ₹21,704.83 | 3,522.13 ₹22,717.74 | 3,000 ₹19,350 |
| 1.01 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 1.72 | cum | 8,913.36 ₹15,330.98 | 9,329.32 ₹16,046.43 | 8,000 ₹13,760 |
Tender Value
₹12.7 L
EMD Value
₹31,779
Closing Date
31 Jan 2026, 3:00 pmClosed
Assistant Executive Engineer
PWD ROADS SUBDIVISION PATHANAMTHITTA
GENERAL-SR 2025-26 Providing Interlock tiles and drain cover slab in Pandalam Aranmula road at Ch 10/300 (BHS)-Civil Work-General Civil Work
2026_PWD_830649_1
PWD/RB/TR/12205/2025_5_1_1/1
Open Tender
Civil Works - Roads
90 days
Pathanamthitta
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹31,779
Yes
26 Mar 2026
24 Jan 2026
3 Feb 2026
24 Jan 2026
31 Jan 2026
24 Jan 2026
Inter lock
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
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