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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹47.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹51.6 L+₹4.0 L (8.39%)Admitted-Fee/PreQual/Technical/Finance | ₹51.6 L+₹4.0 L (8.39%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Santhosh vj L2 | COCHIN SURAKSHA INFRASTRUCTURE PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00Appendix A-SUMP and PUMP HOUSE | |||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 369.92 | cum | 250 ₹92,480 | 228.78 ₹84,630.3 Lowest |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 231.2 | cum | 131 ₹30,287.2 | 116.35 ₹26,900.12 Lowest |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 9.25 | cum | 7,900 ₹73,059.2 | 7,044.41 ₹65,146.7 Lowest |
| 1.00 | OD57458/2024-2025:Providing and laying in position machine batched and machine mixed design mix M -30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete o site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate , retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- in - charge. All works upto plinth level | 110.36 | cum | 10,500 ₹11,58,832.5 | 9,629.12 ₹10,62,717.83 Lowest |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 319.67 | sqm | 800 ₹2,55,736 | 745.56 ₹2,38,333.17 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 84 | sqm | 850 ₹71,400 Lowest | 853.58 ₹71,700.72 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 17,730.72 | kilogram | 107.5 ₹19,06,052.4 | 99.84 ₹17,70,235.08 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 79.8 | sqm | 350 ₹27,930 | 328.35 ₹26,202.33 Lowest |
| 1.01 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | 539.46 | sqm | 450 ₹2,42,757 | 416.67 ₹2,24,776.8 Lowest |
Tender Value
₹53.6 L
EMD Value
₹50,000
Closing Date
18 Sept 2026, 11:00 amClosed
Executive Engineer
Executive Engineer PWD Building Division Idukki , Painavu
DEPOSIT-Construction Of Maternity Unit At THQH Peermade -Phase 3 And Construction of Sump and Pump house.- Balance Work.-General Civil Work-1
2026_PWD_869254_1
09/EE/BL/IDK/2025-26
Open Tender
Civil Works - Buildings
Item Rate
365 days
Peermadu
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
22 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
18 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A-SUMP and PUMP HOUSE | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 369.92 | cum | - | - |
| 1.002 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 231.2 | cum | - | - |
| 1.003 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 9.25 | cum | - | - |
| 1.004 | OD57458/2024-2025:Providing and laying in position machine batched and machine mixed design mix M -30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete o site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate , retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- in - charge. All works upto plinth level | 110.37 | cum | - | - |
| 1.005 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 319.67 | sqm | - | - |
| 1.006 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 84 | sqm | - | - |
| 1.007 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 17,730.72 | kilogram | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 79.8 | sqm | - | - |
| 1.009 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | 539.46 | sqm | - | - |
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