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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹15.8 L+₹20,435.60 (1.31%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹15.9 L+₹29,545.37 (1.89%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹16.2 L+₹57,085.64 (3.66%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹16.6 L+₹97,762.05 (6.27%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABDUL KHADER B A L2 | MOHAMMED ANEES P M L1 | MUHAMMED SABIR GH L5 | Abdul Razak T M L6 | C M ABDUL RAHIMAN L4 | K M BASHEER L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00concrete works | |||||||||
| 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 | 69 | cum | 57.14 ₹3,942.66 | 55.95 ₹3,860.55 Lowest | 59.93 ₹4,135.17 | 63.75 ₹4,398.75 | 58.46 ₹4,033.74 | 57.47 ₹3,965.43 |
| 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. | 13.8 | cum | 5,157.02 ₹71,166.88 | 5,090.08 ₹70,243.1 Lowest | 5,409.41 ₹74,649.86 | 5,753.69 ₹79,400.92 | 5,276.65 ₹72,817.77 | 5,186.75 ₹71,577.15 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 234.75 | cum | 5,969.39 ₹14,01,314.3 | 5,892.54 ₹13,83,273.77 Lowest | 6,261.54 ₹14,69,896.52 | 6,660.06 ₹15,63,449.09 | 6,107.86 ₹14,33,820.14 | 6,003.81 ₹14,09,394.4 |
| 1.00 | OD164468/2025-2026:Providing weep holes using 75mm dia PVC pipes working pressure 4kg/sq.cm including cost of
materials,conveyance,labour charges etc. complete. | 75 | metre | 87.73 ₹6,579.75 | 86.14 ₹6,460.5 Lowest | 92.02 ₹6,901.5 | 97.88 ₹7,341 | 89.76 ₹6,732 | 88.23 ₹6,617.25 |
| 1.00 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 41.4 | cum | 2,025.96 ₹83,874.74 | 1,999.51 ₹82,779.71 Lowest | 2,125.11 ₹87,979.55 | 2,260.36 ₹93,578.9 | 2,072.95 ₹85,820.13 | 2,037.64 ₹84,358.3 |
| 1.01 | 3.16: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. | 33 | cum | 397.69 ₹13,123.77 | 392.39 ₹12,948.87 Lowest | 417.15 ₹13,765.95 | 443.7 ₹14,642.1 | 406.92 ₹13,428.36 | 399.98 ₹13,199.34 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
18 Sept 2026, 11:00 amClosed
Executive Engineer PWD Roads Division Kasaragod
Executive Engineer PWD Roads Division Kasaragod
Construction of Retaining wall in Adkasthala Panaje road Ch in b w km 4 250 to 4 300 LHS
2026_PWD_868115_1
D2-TD/08/E tender/2026-27
Open Tender
Civil Works - Roads
Item Rate
90 days
Kasaragod
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
Yes
12 Oct 2026
7 Sept 2026
22 Sept 2026
7 Sept 2026
18 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1concrete works | |||||
| 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 | 69 | cum | - | - |
| 1.002 | 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. | 13.8 | cum | - | - |
| 1.003 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 234.75 | cum | - | - |
| 1.004 | OD164468/2025-2026:Providing weep holes using 75mm dia PVC pipes working pressure 4kg/sq.cm including cost of
materials,conveyance,labour charges etc. complete. | 75 | metre | - | - |
| 1.005 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 41.4 | cum | - | - |
| 1.006 | 3.16: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. | 33 | cum | - | - |
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