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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 Cr+₹11.3 L (5.98%)Admitted-Finance | ₹2.0 Cr+₹11.3 L (5.98%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SSA TECHNO CONSTRUCTION PRIVATE LIMITED L2 | M/S P.A. ENTERPRISE L1 |
|---|---|---|---|---|---|
| 1.00OPD BUILDING 26 no of Column of size 550X650 (RCJ A1) | |||||
| 1.10 | Erection of Temporary MS structure as supports (to take load of approx 10 MT per floor) for the damaged columns. These supports will be removed and returned after completion of the repair. | 26 | Each Column | 2,596 ₹67,496 Lowest | 8,376 ₹2,17,776 |
| 1.20 | Breaking of floor and excavation of soil upto Pile Cap level | 156 | CM | 8,701 ₹13,57,356 | 1,795 ₹2,80,020 Lowest |
| 1.30 | Appying a coat of epoxy bonding agent like Master Emaco 1414 of BASF make or equivalent prior to pouring of microconcrete ovee the existing
concrete member. | 234 | SM | 1,011 ₹2,36,574 | 583 ₹1,36,422 Lowest |
| 1.40 | TMT main bars all around the column as
additional reinforcement to enhance the strength of structure. | 3,120 | Kg | 123 ₹3,83,760 | 102 ₹3,18,240 Lowest |
| 1.50 | Anchoring of 12mm TMT bars with epoxy mortar onto the existing beams
and slabs. | 624 | No | 554 ₹3,45,696 Lowest | 658 ₹4,10,592 |
| 1.60 | Repairing with High grade Dual Shrinkage Compensated Site Modified High Grade Micro Concrete Masteremaco S466 or Equivalent by providing and filling fixed leak proof, sturdy formwork using suitable methods with single component, high flow, dual shrinkage-compensated, cementitious microconcrete Masteremaco S466 or
Equivalent. | 24.18 | CM | 82,915 ₹20,04,884.7 Lowest | 1,43,582 ₹34,71,812.76 |
| 1.70 | 12mm plaster on Column/Beam after
Carbon Fibre wrapping | 249.6 | SM | 635 ₹1,58,496 | 479 ₹1,19,558.4 Lowest |
| 2.0017 no of Column of size 550X650 (RCJ A2) | |||||
| 2.10 | Erection of Temporary MS structure as supports (to take load of approx 10 MT per floor) for the damaged columns. These supports will be removed and returned after completion of the repair. | 17 | Each Column | 2,596 ₹44,132 Lowest | 8,376 ₹1,42,392 |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
10 Feb 2023, 5:00 pmClosed
InChargeEngineeringDeptonbehalfofDirectorBBCI
In Charge, Engineering, Dept., on behalf of Director BBCI
Retrofittingworksof theexistingbuildingsOPDHospitalBuildingofDrBBorooahCancerInstituteatGuwahatiAssam
2023_TMC_734543_1
BBCIENGeNITRetrofitting1832023
Open Tender
Civil Works - Buildings
Item Rate
270 days
Dr B Borooah Cancer Institute, Guwahati
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹4.5 L
Dr B Borooah Cancer Institute, Guwahati, Assam
30 Jun 2023
12 Jan 2023
14 Feb 2023
12 Jan 2023
10 Feb 2023
3 Feb 2023
12 Jan 2023 - 24 Jan 2023
25 Jan 2023
Amount
OPD BUILDING 26 no of Column of size 550X650 (RCJ A1)
Erection of Temporary MS structure as supports (to take load of approx 10 MT per floor) for the damaged columns. These supports will be removed and returned after completion of the repair.
Breaking of floor and excavation of soil upto Pile Cap level
Appying a coat of epoxy bonding agent like Master Emaco 1414 of BASF make or equivalent prior to pouring of microconcrete ovee the existing concrete member.
TMT main bars all around the column as additional reinforcement to enhance the strength of structure.
Anchoring of 12mm TMT bars with epoxy mortar onto the existing beams and slabs.
Repairing with High grade Dual Shrinkage Compensated Site Modified High Grade Micro Concrete Masteremaco S466 or Equivalent by providing and filling fixed leak proof, sturdy formwork using suitable methods with single component, high flow, dual shrinkage-compensated, cementitious microconcrete Masteremaco S466 or Equivalent.
12mm plaster on Column/Beam after Carbon Fibre wrapping
17 no of Column of size 550X650 (RCJ A2)
Erection of Temporary MS structure as supports (to take load of approx 10 MT per floor) for the damaged columns. These supports will be removed and returned after completion of the repair.
Breaking of floor and excavation of soil upto Pile Cap level
Appying a coat of epoxy bonding agent like Master Emaco 1414 of BASF make or equivalent prior to pouring of microconcrete ovee the existing concrete member.
TMT main bars all around the column as additional reinforcement to enhance the strength of structure.
Anchoring of 12mm TMT bars with epoxy mortar onto the existing beams and slabs.
Repairing with High grade Dual Shrinkage Compensated Site Modified High Grade Micro Concrete Masteremaco S466 or Equivalent by providing and filling fixed leak proof, sturdy formwork using suitable methods with single component, high flow, dual shrinkage-compensated, cementitious microconcrete Masteremaco S466 or Equivalent.
12mm plaster on Column/Beam after Carbon Fibre wrapping
5 no of Column of size 550X650 (RCJ A3)
Erection of Temporary MS structure as supports (to take load of approx 10 MT per floor) for the damaged columns. These supports will be removed and returned after completion of the repair.
Breaking of floor and excavation of soil upto Pile Cap level
Appying a coat of epoxy bonding agent like Master Emaco 1414 of BASF make or equivalent prior to pouring of microconcrete ovee the existing concrete member.
TMT main bars all around the column as additional reinforcement to enhance the strength of structure.
Anchoring of 12mm TMT bars with epoxy mortar onto the existing beams and slabs.
Repairing with High grade Dual Shrinkage Compensated Site Modified High Grade Micro Concrete Masteremaco S466 or Equivalent by providing and filling fixed leak proof, sturdy formwork using suitable methods with single component, high flow, dual shrinkage-compensated, cementitious microconcrete Masteremaco S466 or Equivalent.
12mm plaster on Column/Beam after Carbon Fibre wrapping
17 no of Column of size 450X650 (RCJ B1)
Erection of Temporary MS structure as supports (to take load of approx 10 MT per floor) for the damaged columns. These supports will be removed and returned after completion of the repair.
Breaking of floor and excavation of soil upto Pile Cap level
Appying a coat of epoxy bonding agent like Master Emaco 1414 of BASF make or equivalent prior to pouring of microconcrete ovee the existing concrete member.
TMT main bars all around the column as additional reinforcement to enhance the strength of structure.
Anchoring of 12mm TMT bars with epoxy mortar onto the existing beams and slabs.
Repairing with High grade Dual Shrinkage Compensated Site Modified High Grade Micro Concrete Masteremaco S466 or Equivalent by providing and filling fixed leak proof, sturdy formwork using suitable methods with single component, high flow, dual shrinkage-compensated, cementitious microconcrete Masteremaco S466 or Equivalent.
12mm plaster on Column/Beam after Carbon Fibre wrapping
04 no of Column of size 750 dia (RCJ C1)
Erection of Temporary MS structure as supports (to take load of approx 10 MT per floor) for the damaged columns. These supports will be removed and returned after completion of the repair.
Breaking of floor and excavation of soil upto Pile Cap level
Appying a coat of epoxy bonding agent like Master Emaco 1414 of BASF make or equivalent prior to pouring of microconcrete ovee the existing concrete member.
TMT main bars all around the column as additional reinforcement to enhance the strength of structure.
Anchoring of 12mm TMT bars with epoxy mortar onto the existing beams and slabs.
Repairing with High grade Dual Shrinkage Compensated Site Modified High Grade Micro Concrete Masteremaco S466 or Equivalent by providing and filling fixed leak proof, sturdy formwork using suitable methods with single component, high flow, dual shrinkage-compensated, cementitious microconcrete Masteremaco S466 or Equivalent.
12mm plaster on Column/Beam after Carbon Fibre wrapping
38 no of Column of size 350X450 (FRP)
The overall RCC column surface is to be grinded including the sharp 4 edges and the recessed areas are to be filled with Epoxy putty. These process will continue till the surface becomes smooth and undulation free.
Strengthening structural elements with carbon fiber sheet reinforcement to apply as >> Surface Area of the Column (600x400x2.4) in horizontal diretion + 1.0 Mtr from top 2nd wrape on verticle direction+ 500mm beam (450x300 top all three sides
12mm plaster on Column after Carbon Fibre wrapping
HOSPITAL BUILDING 02 no of Column of size 600X750 (RCJ A2)
Erection of Temporary MS structure as supports (to take load of approx 10 MT per floor) for the damaged columns. These supports will be removed and returned after completion of the repair.
Breaking of floor and excavation of soil upto Pile Cap level
Appying a coat of epoxy bonding agent like Master Emaco 1414 of BASF make or equivalent prior to pouring of microconcrete ovee the existing concrete member.
TMT main bars all around the column as additional reinforcement to enhance the strength of structure.
Anchoring of 12mm TMT bars with epoxy mortar onto the existing beams and slabs.
Repairing with High grade Dual Shrinkage Compensated Site Modified High Grade Micro Concrete Masteremaco S466 or Equivalent by providing and filling fixed leak proof, sturdy formwork using suitable methods with single component, high flow, dual shrinkage-compensated, cementitious microconcrete Masteremaco S466 or Equivalent.
12mm plaster on Column/Beam after Carbon Fibre wrapping
02 no of Column of size 600X750 (RCJ A3)
Erection of Temporary MS structure as supports (to take load of approx 10 MT per floor) for the damaged columns. These supports will be removed and returned after completion of the repair.
Breaking of floor and excavation of soil upto Pile Cap level
Appying a coat of epoxy bonding agent like Master Emaco 1414 of BASF make or equivalent prior to pouring of microconcrete ovee the existing concrete member.
TMT main bars all around the column as additional reinforcement to enhance the strength of structure.
Anchoring of 12mm TMT bars with epoxy mortar onto the existing beams and slabs.
Repairing with High grade Dual Shrinkage Compensated Site Modified High Grade Micro Concrete Masteremaco S466 or Equivalent by providing and filling fixed leak proof, sturdy formwork using suitable methods with single component, high flow, dual shrinkage-compensated, cementitious microconcrete Masteremaco S466 or Equivalent.
12mm plaster on Column/Beam after Carbon Fibre wrapping
07 no of Column of size 400X550 (FRP)
The overall RCC column surface is to be grinded including the sharp 4 edges and the recessed areas are to be filled with Epoxy putty. These process will continue till the surface becomes smooth and undulation free.
Strengthening structural elements with carbon fiber sheet reinforcement to apply as >> Surface Area of the Column (600x400x2.4) in horizontal diretion + 1.0 Mtr from top 2nd wrape on verticle direction+ 500mm beam (450x300 top all three sides
12mm plaster on Column after Carbon Fibre wrapping
02 no of Column of size 500X650 (FRP)
The overall RCC column surface is to be grinded including the sharp 4 edges and the recessed areas are to be filled with Epoxy putty. These process will continue till the surface becomes smooth and undulation free.
Strengthening structural elements with carbon fiber sheet reinforcement to apply as >> Surface Area of the Column (600x400x2.4) in horizontal diretion + 1.0 Mtr from top 2nd wrape on verticle direction+ 500mm beam (450x300 top all three sides
12mm plaster on Column after Carbon Fibre wrapping
SSA TECHNO CONSTRUCTION PRIVATE LIMITED
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