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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹10.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.8 L+₹2,310.30 (0.21%)Admitted-Fee/PreQual/Technical/Finance | ₹10.8 L+₹2,310.30 (0.21%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Preliminary Agreement Not Signed with the Assistant Executive Engineer Roads Sub division Mananthavadi |
| Sl No | Description | Qty | Unit | Pratheesh george L1 | Baby E J L2 |
|---|---|---|---|---|---|
| 1.00Construction of Culvert and CC drain | |||||
| 1.00 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 255.85 | cum | 83.9 ₹21,465.82 Lowest | 83.95 ₹21,478.61 |
| 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 | 5.4 | cum | 3,673.9 ₹19,839.06 Lowest | 3,699.26 ₹19,976 |
| 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. | 50.25 | cum | 7,549 ₹3,79,337.25 Lowest | 7,549.4 ₹3,79,357.35 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 67.2 | cum | 8,721.9 ₹5,86,111.68 Lowest | 8,737.73 ₹5,87,175.46 |
| 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 | 3.6 | cum | 9,449 ₹34,016.4 Lowest | 9,490.35 ₹34,165.26 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.27 | MT | 1,00,161 ₹27,043.47 Lowest | 1,03,366.87 ₹27,909.05 |
| 1.01 | OD61249/2025-2026:OD- Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 75 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical Specifications | 20 | metre | 126 ₹2,520 Lowest | 126.45 ₹2,529 |
| 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) | 1.35 | cum | 9,085.9 ₹12,265.97 Lowest | 9,125.35 ₹12,319.22 |
Tender Value
₹9.9 L
EMD Value
₹24,657
Closing Date
24 Sept 2026, 11:00 amClosed
Assistant Executive Engineer
Assistant Executive Engineer Office of the Assistant Executive Engineer PWD roads sub division Mananthavady
GENERAL-Urgent construction of drainage between km. 0-960 to 1-240 of Thavinjal - Valad -Kunhome Road-Civil Work-General Civil Work
2026_PWD_870513_1
D1/PWD/RB/EST/11136/2025dt 16/09/2026
Open Tender
Civil Works - Roads
Item Wise
180 days
mananthavadi
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,175
Yes
₹24,657
Yes
26 Sept 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
24 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Culvert and CC drain | |||||
| 1.001 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 255.85 | cum | - | - |
| 1.002 | 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 | 5.4 | cum | - | - |
| 1.003 | 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. | 50.25 | cum | - | - |
| 1.004 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 67.2 | cum | - | - |
| 1.005 | 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 | 3.6 | cum | - | - |
| 1.006 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.27 | MT | - | - |
| 1.007 | OD61249/2025-2026:OD- Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 75 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical Specifications | 20 | metre | - | - |
| 1.008 | 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) | 1.35 | cum | - | - |
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