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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAdmitted-Finance | ₹4.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.6 Cr+₹33.9 L (7.87%)Admitted-Finance 103 MONALISA CHS HARINIWAS CIRCLE THANE WEST 400602 MAHARASHTRA INDIA | THANE | MAHARASHTRA | 400602 | ₹4.6 Cr+₹33.9 L (7.87%) | L2 | Admitted-Finance |
| 3 | L3₹5.3 Cr+₹95.3 L (22.1%)Admitted-Finance | ₹5.3 Cr+₹95.3 L (22.1%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical The Shortfall documents asked for submission however no documents submitted by agency. |
| Sl No | Description | Qty | Unit | Sanrachana Structural Strengthening Pvt.ltd. L2 | CEMBOND CONSTRUCTIONS PVT LTD L1 | ARYABHATT ENTERPRIESES L3 |
|---|---|---|---|---|---|---|
| 1.00E-tender for Structural Repair & Retrofitting works for JNV Mathura at Paigon-Mathura, Uttar Pradesh | ||||||
| 1.01 | School Building | 1 | Nos | 85,56,339.04 ₹85,56,339.04 Lowest | 86,57,882 ₹86,57,882 | 1,04,41,868.3 ₹1,04,41,868.3 |
| 1.02 | CBRI Pattern based Girls Dormatories 2nd Building | 1 | Nos | 55,23,285.45 ₹55,23,285.45 | 37,12,252.8 ₹37,12,252.8 Lowest | 56,56,170 ₹56,56,170 |
| 1.03 | Mess Building | 1 | Nos | 91,29,662.85 ₹91,29,662.85 Lowest | 91,46,614 ₹91,46,614 | 1,01,83,317.85 ₹1,01,83,317.85 |
Tender Value
Refer Docs
EMD Value
₹5.2 L
Closing Date
31 Oct 2023, 3:00 pmClosed
Zonal Manager
1/123 Vineet Khand Gomti Nagar Lucknow
Balance work of Structural Repair and Retrofitting works for JNV Mathura at Paigon Mathura Uttar Pradesh
2023_NPCC_171733_1
UPZ/347/NVS/RET/23-24/760
Open Tender
Civil Works
Item Rate
120 days
JNV Paigon Mathura
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
National Projects Construction Corporation Limited
₹5.2 L
28 Nov 2023
21 Oct 2023
1 Nov 2023
21 Oct 2023
31 Oct 2023
21 Oct 2023
E-tender for Structural Repair & Retrofitting works for JNV Mathura at Paigon-Mathura, Uttar Pradesh
School Building
CBRI Pattern based Girls Dormatories 2nd Building
Mess Building
Description of Work / Item(s)
Amount
School Building
DISMANTLING (CONCRETE COVER): Removal of existing concrete cover by manual and mechanical means.
NRV NOZZLES FIXING: Suitable holes shall be drilled in the concrete wall at an angel of 45˚ pointing downwards. Before fixing the packers, clean the holes by air blower. Fixing non returnable valve packers at 150 mm c/c or as required in the RC structural members.
EPOXY GROUTING: Providing & Injecting Aqua-reactive epoxy grout by electrical grouting pump through injecting the nipples till refusal or when the grout oozes out from the nipple. Cutting the packers after finishing of grouting.
INJECTION GROUTING (MS/PVC Nozzles): Injection grouting by drilling holes as per site requirement, fixing MS/PVC nozzles with fast setting compound. Injection of cement slurry admixed with non shrink grout. Removing nozzles after completion and sealing of holes with repair mortar.
STEEL: Supplying, fabricating, erecting, fixing, straightening, cutting, bending, welding, bolting, hoisting, and fixing in position. The Structural Steel shall conform to IS codes and shall have ISI mark.
MICROCONCRETE: Supply and apply a ready to use non shrink, cementitious free flow micro-concrete to form M-30 Grade concrete element. The mixing shall be done as per specification of manufacturer/contractor.
POLYMER MODIFIED CONCRETE: Providing and laying polymer modified concrete, 1:2:4, 1 part cement, 2 part coarse sand, 4 part of aggregate 20 mm down admixed with 5 L of polymer per bag of cement.
40 mm average thickness
20 mm average thickness
POLYMER PLASTER: Providing and laying cement and sand plaster 1:4 (1 cement : 4 sand) admixed with waterproofing compound (average thickness 12-15 mm).
RUST REMOVAL TREATMENT: Providing and applying rust removal treatment on existing reinforcement.
ZINC COATING: Providing and applying anti-corrosive zinc coating on existing reinforcement.
BONDING AGENT: Providing and applying polymeric based bonding agent for new to old concrete over the surface before pouring concrete.
RE-BARRING: Introducing Chemical Re-barring new reinforcement for structural connections in RCC beams lintels, columns and slabs including power drilling holes of appropriate diameters in reinforced or plain cement concrete to the depth mentioned in drawings or as required, fixing the reinforecement in position using epoxy as specified (HILTI HY 200).
8 mm dia
10 mm dia
12 mm dia
16 mm dia
SCAFFOLDING: Providing and fixing scaffolding using steel props (Up to Full height, braced at center, resting on wedge and block to support the Structure provisionally during repair work and maintaining them in position till required and as directed by site in-charge.
DISMANTLING (RCC): Dismantling of RCC from the required area by manual and mechanial means.
SHUTTERING: Providing and fixing water tight centering and shuttering including bolting, strutting, propping etc. including removal of formwork for wall, beam, column etc. complete as per site requirement and directions of the Engineer-in-charge.
The Total value of Schedule4
Description of Work / Item(s)
Amount
CBRI Pattern based Girls Dormatories 2nd Building
DISMANTLING (CONCRETE COVER): Removal of existing concrete cover by manual and mechanical means.
NRV NOZZLES FIXING: Suitable holes shall be drilled in the concrete wall at an angel of 45˚ pointing downwards. Before fixing the packers, clean the holes by air blower. Fixing non returnable valve packers at 150 mm c/c or as required in the RC structural members.
EPOXY GROUTING: Providing & Injecting Aqua-reactive epoxy grout by electrical grouting pump through injecting the nipples till refusal or when the grout oozes out from the nipple. Cutting the packers after finishing of grouting.
INJECTION GROUTING (MS/PVC Nozzles): Injection grouting by drilling holes as per site requirement, fixing MS/PVC nozzles with fast setting compound. Injection of cement slurry admixed with non shrink grout. Removing nozzles after completion and sealing of holes with repair mortar.
STEEL: Supplying, fabricating, erecting, fixing, straightening, cutting, bending, welding, bolting, hoisting, and fixing in position. The Structural Steel shall conform to IS codes and shall have ISI mark.
MICROCONCRETE: Supply and apply a ready to use non shrink, cementitious free flow micro-concrete to form M-30 Grade concrete element. The mixing shall be done as per specification of manufacturer/contractor.
POLYMER MODIFIED CONCRETE: Providing and laying polymer modified concrete, 1:2:4, 1 part cement, 2 part coarse sand, 4 part of aggregate 20 mm down admixed with 5 L of polymer per bag of cement.
40 mm average thickness
20 mm average thickness
POLYMER PLASTER: Providing and laying cement and sand plaster 1:4 (1 cement : 4 sand) admixed with waterproofing compound (average thickness 12-15 mm).
RUST REMOVAL TREATMENT: Providing and applying rust removal treatment on existing reinforcement.
ZINC COATING: Providing and applying anti-corrosive zinc coating on existing reinforcement.
BONDING AGENT: Providing and applying polymeric based bonding agent for new to old concrete over the surface before pouring concrete.
RE-BARRING: Introducing Chemical Re-barring new reinforcement for structural connections in RCC beams lintels, columns and slabs including power drilling holes of appropriate diameters in reinforced or plain cement concrete to the depth mentioned in drawings or as required, fixing the reinforecement in position using epoxy as specified (HILTI HY 200).
8 mm dia
10 mm dia
16 mm dia
SCAFFOLDING: Providing and fixing scaffolding using steel props (Up to Full height, braced at center, resting on wedge and block to support the Structure provisionally during repair work and maintaining them in position till required and as directed by site in-charge.
DISMANTLING (RCC): Dismantling of RCC from the required area by manual and mechanial means.
SHUTTERING: Providing and fixing water tight centering and shuttering including bolting, strutting, propping etc. including removal of formwork for wall, beam, column etc. complete as per site requirement and directions of the Engineer-in-charge.
The Total value of Schedule4
Description of Work / Item(s)
Amount
Mess Building
DISMANTLING (CONCRETE COVER): Removal of existing concrete cover by manual and mechanical means.
NRV NOZZLES FIXING: Suitable holes shall be drilled in the concrete wall at an angel of 45˚ pointing downwards. Before fixing the packers, clean the holes by air blower. Fixing non returnable valve packers at 150 mm c/c or as required in the RC structural members.
EPOXY GROUTING: Providing & Injecting Aqua-reactive epoxy grout by electrical grouting pump through injecting the nipples till refusal or when the grout oozes out from the nipple. Cutting the packers after finishing of grouting.
INJECTION GROUTING (MS/PVC Nozzles): Injection grouting by drilling holes as per site requirement, fixing MS/PVC nozzles with fast setting compound. Injection of cement slurry admixed with non shrink grout. Removing nozzles after completion and sealing of holes with repair mortar.
STEEL: Supplying, fabricating, erecting, fixing, straightening, cutting, bending, welding, bolting, hoisting, and fixing in position. The Structural Steel shall conform to IS codes and shall have ISI mark.
MICROCONCRETE: Supply and apply a ready to use non shrink, cementitious free flow micro-concrete to form M-30 Grade concrete element. The mixing shall be done as per specification of manufacturer/contractor.
POLYMER MODIFIED CONCRETE: Providing and laying polymer modified concrete, 1:2:4, 1 part cement, 2 part coarse sand, 4 part of aggregate 20 mm down admixed with 5 L of polymer per bag of cement.
40 mm average thickness
20 mm average thickness
POLYMER PLASTER: Providing and laying cement and sand plaster 1:4 (1 cement : 4 sand) admixed with waterproofing compound (average thickness 12-15 mm).
RUST REMOVAL TREATMENT: Providing and applying rust removal treatment on existing reinforcement.
ZINC COATING: Providing and applying anti-corrosive zinc coating on existing reinforcement.
BONDING AGENT: Providing and applying polymeric based bonding agent for new to old concrete over the surface before pouring concrete.
RE-BARRING: Introducing Chemical Re-barring new reinforcement for structural connections in RCC beams lintels, columns and slabs including power drilling holes of appropriate diameters in reinforced or plain cement concrete to the depth mentioned in drawings or as required, fixing the reinforecement in position using epoxy as specified (HILTI HY 200).
8 mm dia
10 mm dia
16 mm dia
SCAFFOLDING: Providing and fixing scaffolding using steel props (Up to Full height, braced at center, resting on wedge and block to support the Structure provisionally during repair work and maintaining them in position till required and as directed by site in-charge.
DISMANTLING (RCC): Dismantling of RCC from the required area by manual and mechanial means.
SHUTTERING: Providing and fixing water tight centering and shuttering including bolting, strutting, propping etc. including removal of formwork for wall, beam, column etc. complete as per site requirement and directions of the Engineer-in-charge.
The Total value of Schedule4
Sanrachana Structural Strengthening Pvt.ltd.
ARYABHATT ENTERPRIESES
CEMBOND CONSTRUCTIONS PVT LTD
ARYABHATT ENTERPRIESES
Sanrachana Structural Strengthening Pvt.ltd.
ARYABHATT ENTERPRIESES
CEMBOND CONSTRUCTIONS PVT LTD
ARYABHATT ENTERPRIESES
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