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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.9 LAccepted-Finance | ₹6.9 L | 1 | Accepted-Finance L1 |
| 2 | 2₹7.6 LAccepted-Finance | ₹7.6 L | 2 | Accepted-Finance L2 |
| 3 | 3₹8.3 LAccepted-Finance P NO 134 24 CONCRETING OF KALEEKKALAYYSTHU CHENKIVETH ROAD AT W 10 | PALAKKAD | KERALA | 678001 | ₹8.3 L | 3 | Accepted-Finance L3 |
| 4 | 4₹8.4 LAccepted-Finance | ₹8.4 L | 4 | Accepted-Finance L4 |
| Sl No | Description | Qty | Unit | MADATHIL L4 | SATHEESH CHANDRAN L2 | MUHAMMED SAMROOD L3 | UNNIKRISHNAN.K L1 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix A Improvements of Roadway | |||||||
| 1.00 | OD328486/2025-2026:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 41.62 | cum | 1,110 ₹46,203.75 | 865.75 ₹36,036.84 | 1,100 ₹45,787.50 | 700 ₹29,137.50 |
| 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 | 20.7 | cum | 2,220 ₹45,954 | 3,530 ₹73,071 | 2,200 ₹45,540 | 3,230 ₹66,861 |
| 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. | 45 | cum | 7,800 ₹3.5 L | 7,300 ₹3.3 L | 7,800 ₹3.5 L | 6,600 ₹3.0 L |
| 1.00 | 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) | 23.81 | cum | 9,600 ₹2.3 L | 8,800 ₹2.1 L | 9,500 ₹2.3 L | 8,000 ₹1.9 L |
| 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 | 10.5 | cum | 750 ₹7,875 | 45 ₹472.50 | 750 ₹7,875 | 45 ₹472.50 |
| 1.01 | OD328485/2025-2026:Dry Rubble masonry for foundation and super structure of retaining wall including all cost as per design and drawings | 20.12 | cum | 6,200 ₹1.2 L | 4,133.31 ₹83,182.86 | 6,123 ₹1.2 L | 4,000 ₹80,500 |
| 1.01 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 2.25 | cum | 9,600 ₹21,600 | 8,488.92 ₹19,100.07 | 9,500 ₹21,375 | 8,000 ₹18,000 |
| 1.01 | OD328488/2025-2026:Supplying and fixing granite 18mm thick on wall for name board including fixing charges etc complete (including granite engraving as per direction of dept. Officers) | 0.54 | sqm | 6,000 ₹3,240 | 6,708.06 ₹3,622.35 | 6,000 ₹3,240 | 6,200 ₹3,348 |
| 1.01 | OD328489/2025-2026:Providing and fixing of non retro-reflectorized DLP boards of size 1.22x 0.61m as per the direction of departmental officer at site. | 0.72 | each | 9,000 ₹6,480 | 6,697.54 ₹4,822.23 | 8,500 ₹6,120 | 6,100 ₹4,392 |
Updated dates
Tender Value
₹7.6 L
EMD Value
₹19,065
Closing Date
6 Mar 2026, 10:00 amClosed
AEE
o/o AEE, PWD roads Subdivision, Chengannur
GENERAL-Budget Work 2025-2026- -- Improvements of Village Roads- Karimbinpadi Thakidipadi Kizhakelbhaagam Road Ward 12 in Ala Grama Panchayath in Chengannur LAC
2026_PWD_838663_1
PWD/RB/TR/9316/2025_5_2_1/1
Open Tender
Civil Works - Roads
o/o AEE, PWD roads Subdivision, Chengannur
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,685
Yes
₹19,065
Yes
9 Mar 2026
21 Feb 2026
6 Mar 2026
21 Feb 2026
6 Mar 2026
21 Feb 2026
Appendix A Improvements of Roadway
OD328486/2025-2026:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
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
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:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
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
OD328485/2025-2026:Dry Rubble masonry for foundation and super structure of retaining wall including all cost as per design and drawings
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
OD328488/2025-2026:Supplying and fixing granite 18mm thick on wall for name board including fixing charges etc complete (including granite engraving as per direction of dept. Officers)
OD328489/2025-2026:Providing and fixing of non retro-reflectorized DLP boards of size 1.22x 0.61m as per the direction of departmental officer at site.
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