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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1ST₹8.9 LAccepted-AOC | ₹8.9 L | 1ST | Accepted-AOC 1ST |
| 2 | 2ND₹9.3 LRejected-AOC | ₹9.3 L | 2ND | Rejected-AOC 2ND |
| 3 | 3RD₹9.7 LRejected-AOC | ₹9.7 L | 3RD | Rejected-AOC 3RD |
| 4 | 4TH₹9.8 LRejected-AOC | ₹9.8 L | 4TH | Rejected-AOC 4TH |
| 5 | 5TH₹9.8 LRejected-AOC | ₹9.8 L | 5TH | Rejected-AOC 5TH |
| Sl No | Description | Qty | Unit | Anoop.G L2 | GOPALAKRISHNAKURUP L4 | SYAMKUMAR S L3 | SHOUKATHALI L5 | PRANAV.K.O L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Cross drain and Interlock Tile paving | ||||||||
| 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 | 37.28 | cum | 52.26 ₹1,948.25 | 54.7 ₹2,039.22 | 54.5 ₹2,031.76 | 54 ₹2,013.12 | 49 ₹1,826.72 |
| 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. | 11.04 | cum | 7,694.46 ₹84,946.84 | 8,035.53 ₹88,712.25 | 8,024.1 ₹88,586.06 | 8,060 ₹88,982.40 | 7,300 ₹80,592 |
| 1.00 | 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 | 6.04 | cum | 9,683.09 ₹58,505.23 | 10,134.97 ₹61,235.49 | 10,098 ₹61,012.12 | 10,144 ₹61,290.05 | 9,200 ₹55,586.40 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 11.6 | cum | 8,913.36 ₹1.0 L | 9,329.32 ₹1.1 L | 9,295.4 ₹1.1 L | 9,349 ₹1.1 L | 8,400 ₹97,440 |
| 1.00 | 12.8.E.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 - Using Concrete Mixer | 4 | cum | 10,208.5 ₹40,834 | 10,684.9 ₹42,739.60 | 10,645.5 ₹42,582 | 10,694 ₹42,776 | 9,700 ₹38,800 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.64 | MT | 1,05,716.1 ₹67,552.59 | 1,10,649.5 ₹70,705.03 | 1,10,246.7 ₹70,447.64 | 1,10,750 ₹70,769.25 | 1,00,680 ₹64,334.52 |
| 1.01 | OD83658/2025-2026:Gratings (Steel work welded in built up sections/ framed work, including cutting, hoisting.
fixing in position and applying a priming coat of approved steel primer using structural steel
etc. as required in grating, frames, guard bar, ladder, railings, brackets, gates and similar works) | 600 | kg | 192.69 ₹1.2 L | 201.68 ₹1.2 L | 200.9 ₹1.2 L | 201 ₹1.2 L | 184 ₹1.1 L |
| 1.01 | OD83776/2025-2026:Engaging man mazdoor for cleaning drain etc. | 13 | Day | 1,183.72 ₹15,388.36 | 1,238.96 ₹16,106.48 | 1,234.3 ₹16,045.90 | 1,240 ₹16,120 | 1,100 ₹14,300 |
| 1.01 | 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 | 40.27 | cum | 3,774.45 ₹1.5 L | 3,950.59 ₹1.6 L | 3,936.1 ₹1.6 L | 3,954 ₹1.6 L | 3,600 ₹1.4 L |
Tender Value
₹8.9 L
EMD Value
₹22,236
Closing Date
31 Jan 2026, 3:00 pmClosed
Assistant Executive Engineer
PWD ROADS SUBDIVISION PATHANAMTHITTA
GENERAL-Cross drain and Interlock Tile paving Work in Melukara Cherukolpuzha road General Civil Work-General Civil Work
2026_PWD_830602_1
PWD/RB/TR/12759/2025_5_1_1/1
Open Tender
Civil Works - Roads
90 days
Pathanamthitta
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,965
Yes
₹22,236
Yes
26 Mar 2026
24 Jan 2026
3 Feb 2026
24 Jan 2026
31 Jan 2026
24 Jan 2026
Cross drain and Interlock Tile paving
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
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.
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.E.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD83658/2025-2026:Gratings (Steel work welded in built up sections/ framed work, including cutting, hoisting. fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in grating, frames, guard bar, ladder, railings, brackets, gates and similar works)
OD83776/2025-2026:Engaging man mazdoor for cleaning drain etc.
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.
OD83668/2025-2026:Re laying interlocking tile 80 mm or nearest size thickness, minimum strength M 30 including providing additional layer of 6 mm aggregate for correction thickness, then re 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. (departmental materials)
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)
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