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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 CrAccepted-AOC | ₹11.1 Cr Quoted ₹11.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹11.4 Cr+₹5.2 L (0.46%)Rejected-Finance | ₹11.4 Cr+₹5.2 L (0.46%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical ASHOK KUNJ ASHOK NAGAR RANCHI JHARKHAND | RANCHI | JHARKHAND | 829205 | - | - | Rejected-Technical Non-Responsive |
| 4 | Rejected-Technical 1734 SECTOR 21 PANCHKULA 134112 HARYANA | PANCHKULA | HARYANA | 134112 | - | - | Rejected-Technical Non-Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹10.4 Cr
EMD Value
₹20.8 L
Closing Date
19 Sept 2024, 5:00 pmClosed
Executive Engineer
R.D.Spl.Div. Seraikella
Construction of Bridge over river Suwarnrekha between Burudih and Kanderbera under Gamharia Block in District- Saraikela-Kharsawan
2024_RDSPL_92360_2
RDD/SD/SKELLA/10/2024-25
Open Tender
Civil Works - Bridges
Percentage
730 days
Gamharia Block
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹20.8 L
6 Feb 2025
6 Sept 2024
21 Sept 2024
6 Sept 2024
19 Sept 2024
6 Sept 2024
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | BRIDGE PART
Excavation for strucutres
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Mechanical Means
Ordinary Soil
(i) Depth upto 3 m | - | Cum | 57.4 | - |
| - | Depth 3 m to 6 m | - | Cum | 63.2 | - |
| - | Excavation for strucutres
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Ordinary Rock ( not requiring blasting)
Mechanical Means | - | Cum | 318.8 | - |
| - | Filling Annular Space around footing in rock | - | Cum | 3,376.1 | - |
| - | PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | - | Cum | 3,376.1 | - |
| - | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
RCC Grade M25
RCC Grade M25 using batching plant,transit mixer & Concrete pump | - | Cum | 4,378.3 | - |
| - | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | - | MT | 87,394.8 | - |
| - | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications
RCC Grade M25
RCC Grade M25 using batching plant, transit mixer & concrete pump
(p) Sub-Total For Upto 5 m= | 1 | Cum | 4,630.9 | ₹4,630.85 |
| - | Sub-Total For 5 m to 10 m= | - | Cum | 4,782.5 | - |
| - | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications | - | MT | 87,744.9 | - |
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