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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹11.5 L+₹66,902.54 (6.15%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹12.6 L+₹1.7 L (16.0%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | k v john L1 | josekannanchira L2 | MOHAMMED ALI MC L3 |
|---|---|---|---|---|---|---|
| 1.00Crash Barrier Works | ||||||
| 1.00 | 55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. | 319 | metre | 3,211.09 ₹10,24,337.71 Lowest | 3,400 ₹10,84,600 | 3,700 ₹11,80,300 |
| 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. <br> Ordinary Soil - Depth upto 3m - Mechanical Means <br> | 13.12 | cum | 65.41 ₹858.51 Lowest | 200 ₹2,625 | 78 ₹1,023.75 |
| 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 | 5.62 | cum | 2,882.06 ₹16,211.59 Lowest | 3,000 ₹16,875 | 3,663 ₹20,604.38 |
| 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. | 5.62 | cum | 5,881.67 ₹33,084.39 Lowest | 6,500 ₹36,562.5 | 7,539 ₹42,406.88 |
| 1.00 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br> | 1.88 | cum | 7,109.47 ₹13,330.26 Lowest | 7,500 ₹14,062.5 | 9,075 ₹17,015.63 |
Tender Value
₹12.7 L
EMD Value
₹31,733
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-2025-26-Providing W-Beam Crash Barrier on Thalassery Baveli Road and Thavinhal Valad Kunhome Kunkichira RoadProviding Crash Barrier on Thalassery Baveli Road and Thavinhal Valad Kunhome Kunkichira Road-General Civil Work
2026_PWD_870522_1
D1/PWD/RB/EST/12940/2025 dt 16/09/2026
Open Tender
Civil Works - Roads
Item Wise
120 days
mananthavadi
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹31,733
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 |
|---|---|---|---|---|---|
| 1Crash Barrier Works | |||||
| 1.001 | 55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. | 319 | metre | - | - |
| 1.002 | 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. <br> Ordinary Soil - Depth upto 3m - Mechanical Means <br> | 13.13 | cum | - | - |
| 1.003 | 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 | 5.63 | cum | - | - |
| 1.004 | 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. | 5.63 | cum | - | - |
| 1.005 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br> | 1.88 | cum | - | - |
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