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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹93.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.1 Cr+₹17.5 L (18.7%)Admitted-Fee/PreQual/Technical/Finance | ₹1.1 Cr+₹17.5 L (18.7%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.2 Cr+₹22.3 L (23.8%)Admitted-Fee/PreQual/Technical/Finance | ₹1.2 Cr+₹22.3 L (23.8%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Seemas M C Lakshmanan and Company L3 | gafoor c m L1 | G S RAJEEV L2 |
|---|---|---|---|---|---|---|
| 1.00Appendix 1 - FIRST & SECOND FLOOR | ||||||
| 1.00 | 15.28.2:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos cement Sheet | 346.38 | sqm | 77 ₹26,671.26 | 59.26 ₹20,526.48 Lowest | 70.33 ₹24,360.91 |
| 1.00 | 15.17.2:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats | 2,771.04 | kg | 2.3 ₹6,373.39 | 1.76 ₹4,877.03 Lowest | 2.08 ₹5,763.76 |
| 1.00 | 15.10.2:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar | 22.66 | cum | 2,850 ₹64,569.6 | 2,204.43 ₹49,943.57 Lowest | 2,616.38 ₹59,276.71 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 10.76 | cum | 3,500 ₹37,642.5 | 2,720.95 ₹29,263.82 Lowest | 3,229.43 ₹34,732.52 |
| 1.00 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 246.59 | sqm | 72 ₹17,754.12 | 56.22 ₹13,863.01 Lowest | 66.72 ₹16,452.15 |
| 1.01 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | 13 | each | 360 ₹4,680 | 281.26 ₹3,656.38 Lowest | 333.82 ₹4,339.66 |
| 1.01 | OD21313/2023-2024:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, 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. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per design mix is not payable. All work above plinth level up to floor V level (Data based on 5.33.2) | 87.5 | cum | 9,600 ₹8,39,980.8 | 8,072.84 ₹7,06,357.35 Lowest | 9,581.43 ₹8,38,355.96 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 228.48 | sqm | 950 ₹2,17,056 | 747.35 ₹1,70,754.53 Lowest | 886.55 ₹2,02,558.94 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 348.73 | sqm | 920 ₹3,20,831.6 | 712.3 ₹2,48,400.38 Lowest | 845.41 ₹2,94,819.83 |
Tender Value
₹1.2 Cr
EMD Value
₹50,000
Closing Date
23 Jun 2026, 5:00 pmClosed
The Exe. Engineer,PWD Building Division,Kasaragod
The Exe. Engineer,PWD Building Division,Kasaragod
Kasargod Development Package KDP 2024 25-Infrastructure development to Premetric hostel for boys at Balanthod in Panathady GP General Civil Work
2026_PWD_855807_1
PWD/BLDG/TR/8188/2023_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
545 days
Kasaragod
Please refer Tender documents.
11 documents required · 11 mandatory
₹6,508
Yes
₹50,000
Yes
3 Jul 2026
15 Jun 2026
26 Jun 2026
15 Jun 2026
23 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix 1 - FIRST & SECOND FLOOR | |||||
| 1.001 | 15.28.2:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos cement Sheet | 1 | sqm | - | - |
| 1.002 | 15.17.2:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats | 1 | kg | - | - |
| 1.003 | 15.10.2:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar | 1 | cum | - | - |
| 1.004 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | - | cum | - | - |
| 1.005 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | - | sqm | - | - |
| 1.006 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | - | each | - | - |
| 1.007 | OD21313/2023-2024:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, 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. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per design mix is not payable. All work above plinth level up to floor V level (Data based on 5.33.2) | 0.2 | cum | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
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