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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical AMLA TOLA CHAIBASA | CHAIBASA | WEST SINGHBHUM | JHARKHAND | Accepted-Technical Substantially Responsive |
| 2 | Accepted-Technical ADITYAPUR SERAIKELLA KHARSAWAN | Accepted-Technical Substantially Responsive |
| 3 | Rejected-Technical | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | Rejected-Technical Non Responsive |
Tender Value
₹4.2 Cr
EMD Value
₹8.4 L
Closing Date
8 May 2025, 5:00 pmClosed
Executive Engineer RDSD Chaibasa
Office of the Executive Engineer RDSD Chaibasa
Construction of bridge over Roro river on the way from village Kanki of Gaisuti Panchayat to Gindimudi under Sadar block of West Singhbhum District.
2025_RDSPL_100754_1
RDD/SD/CHAIBASA/18/2024-25(3rd Call)
Open Tender
Civil Works
Percentage
540 days
Chaibasa
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹8.4 L
20 Nov 2025
3 May 2025
10 May 2025
3 May 2025
8 May 2025
3 May 2025
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 | Excavation for structures in Ordinary soil - (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.)
I (B) - Mechanical Means Depth upto 3m | 1,176.11 | cum | 57.4 | ₹67,508.71 |
| 2 | Depth between 3m to 6m | 75.69 | cum | 63.2 | ₹4,783.61 |
| 3 | Exacavation for structures in Ordinary rock not requiring blasting (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.)
B) - Mechanical Means | 1,131.04 | cum | 318.8 | ₹3,60,575.55 |
| 4 | Exacavation for structures in Hard rock blasting prohibited (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.)
A) Mechanical Means | 48.44 | cum | 413.2 | ₹20,015.41 |
| 5 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) | 40.2 | RM | 8,162.9 | ₹3,28,148.58 |
| 6 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. | 5.42 | MT | 95,570.8 | ₹5,17,993.74 |
| 7 | Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. PCC Grade M15 using batching plant & Concrete pump | 4.72 | cum | 3,405.6 | ₹16,074.43 |
| 8 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification
(RCC M30) | 79.87 | cum | 4,355.8 | ₹3,47,897.75 |
| 9 | 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. | 37.2 | cum | 3,376.1 | ₹1,25,590.92 |
| 10 | Filling Annular Space around footing in rock. | 96.89 | cum | 3,376.1 | ₹3,27,110.33 |
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