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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹6.0 L (4.44%)Admitted-Finance | ₹1.4 Cr+₹6.0 L (4.44%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | sanfield india limited L1 | Hercules Structural Systems Pvt. Ltd. L2 |
|---|---|---|---|---|---|
| 1.00 | Removal/chipping of loose concrete from underneath of deck slabs, girder beams, cross girder, pier etc. using impact high frequency hammer/ chisel without damaging the existing concrete including cleaning of existing concrete surface etc. complete as per specifications and instructions of Engineer in charge. (Surface area of the members shall be measured for payment purpose). | 1,000 | Sqm | - | - |
| 2.00 | Providing and fixing of shear key through pre-packed epoxy system as per specification and drawing additional to system as per specification including drilling of holes cleaning and fixing structural RCC elements to be repaired/ strengthened girders,beams,deck slab,pier etc. for proper binding/confining additional reinforcement with existing reinforcement and concrete to have complete monolithic action inclussive of all labour, material, equipments etc. complete as per the specification and instruction of Engineer-
In-Charge. | 10,000 | Nos. | - | - |
| 3.00 | Providing and applying of rust remover to exposed structural reinforcement.
Application done by the brush or spray complete as per the specification and instruction of Engineer-In-Charge. | 200 | Sqm | - | - |
| 4.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (i) Thermo-Mechanically Treated bars. | 6,000 | Kg | - | - |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick. | 550 | Sqm | - | - |
| 6.00 | Providing and placing high strength, non shrink pre-packed free flow micro concrete having compressive strength of 60 MPa at 28 days (compresssive strength of one day should not be less than 25 MPa) as per specifications and replaced 20% by weight with well graded cleaned crushed aggregate 10mm down size. The micro concrete mix shall be prepared by mixing non shrink pre-packed free flow micro concrete powder and 10mm down size stone aggregate by weight for repairing damaged area of structural elements excluding reinforcement and centring&shuttering, but inclusive of all labour, materials, equipment etc. complete as per specifications and instruciton of Engineer-in-Charge | 110 | Cum | - | - |
| 7.00 | Providing and inserting nipples with approved fixing compound in superstructure after drilling holes at an interval not more than the thickness of concrete at the location for grouting including application of surface seal material in between nipples and subsequent cutting/removal of nipple and sealing of the hole as necessary after completion of grouting complete as per drawings and Section 2803 of Technical Specifications | 1,500 | Nos. | - | - |
| 8.00 | Sealing of cracks/porous concrete with cement grout by injection process through nipples complete as per technical specification and direction of Engineer-in-Charge. | 2,500 | Kg | - | - |
| 9.00 | Sealing of cracks/porous concrete with Epoxy grout by injection process through nipples complete as per technical specification and direction of Engineer-in-Charge. | 200 | Kg | - | - |
| 10.00 | Providing and applying ready mix pre-packed cement based polymer modified mortar (minimum compressive strength at 7 days not less than 18N/sqmm and that of 28 days not les than 38 N/sqmm) over spalled concrete surfaces in handrails, kerbs, precast slabs, footpath beams, main girders, diaphragms, brackets, deck slab, water main slab, pedestals, around bearings, pier/abutment caps etc. as per technical specifications. 25 mm thick | 800 | Sqm | - | - |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
23 Mar 2020, 6:00 pmClosed
Director
First Floor, LIC Jeevan Nidhi Building, Near Ambedkar Circle, Bhawani Singh Road, Jaipur
Repair and rehabilitation of structure at ch km 121.300 on Lalsot-Kota Road in Rajasthan
2020_RIDCO_180301_4
NIT618
Open Tender
Civil Works
Item Rate
120 days
As per bid document
Please refer Tender documents.
2 documents required · 2 mandatory
₹29,500
RIDCOR Ltd.
₹2.5 L
6 Apr 2020
11 Mar 2020
24 Mar 2020
11 Mar 2020
23 Mar 2020
11 Mar 2020
Amount
Removal/chipping of loose concrete from underneath of deck slabs, girder beams, cross girder, pier etc. using impact high frequency hammer/ chisel without damaging the existing concrete including cleaning of existing concrete surface etc. complete as per specifications and instructions of Engineer in charge. (Surface area of the members shall be measured for payment purpose).
Providing and fixing of shear key through pre-packed epoxy system as per specification and drawing additional to system as per specification including drilling of holes cleaning and fixing structural RCC elements to be repaired/ strengthened girders,beams,deck slab,pier etc. for proper binding/confining additional reinforcement with existing reinforcement and concrete to have complete monolithic action inclussive of all labour, material, equipments etc. complete as per the specification and instruction of Engineer- In-Charge.
Providing and applying of rust remover to exposed structural reinforcement. Application done by the brush or spray complete as per the specification and instruction of Engineer-In-Charge.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (i) Thermo-Mechanically Treated bars.
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick.
Providing and placing high strength, non shrink pre-packed free flow micro concrete having compressive strength of 60 MPa at 28 days (compresssive strength of one day should not be less than 25 MPa) as per specifications and replaced 20% by weight with well graded cleaned crushed aggregate 10mm down size. The micro concrete mix shall be prepared by mixing non shrink pre-packed free flow micro concrete powder and 10mm down size stone aggregate by weight for repairing damaged area of structural elements excluding reinforcement and centring&shuttering, but inclusive of all labour, materials, equipment etc. complete as per specifications and instruciton of Engineer-in-Charge
Providing and inserting nipples with approved fixing compound in superstructure after drilling holes at an interval not more than the thickness of concrete at the location for grouting including application of surface seal material in between nipples and subsequent cutting/removal of nipple and sealing of the hole as necessary after completion of grouting complete as per drawings and Section 2803 of Technical Specifications
Sealing of cracks/porous concrete with cement grout by injection process through nipples complete as per technical specification and direction of Engineer-in-Charge.
Sealing of cracks/porous concrete with Epoxy grout by injection process through nipples complete as per technical specification and direction of Engineer-in-Charge.
Providing and applying ready mix pre-packed cement based polymer modified mortar (minimum compressive strength at 7 days not less than 18N/sqmm and that of 28 days not les than 38 N/sqmm) over spalled concrete surfaces in handrails, kerbs, precast slabs, footpath beams, main girders, diaphragms, brackets, deck slab, water main slab, pedestals, around bearings, pier/abutment caps etc. as per technical specifications. 25 mm thick
Dismantling the existing Reinforcement Cement Concrete in beams, girders, piers etc. by machanical means i/c disposal of rubbish & malba etc. complete as per the direction of the Engineer-in-Charge.
Hercules Structural Systems Pvt. Ltd.
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