Bridge And Roof Company I Limited has published Tender For Bored Cast In Situ Rcc Pilling Work In Connection With Composite Works For Coit And Dispatch Terminal For Nrl Paradip. Submission Date for this Tender is 02-05-2024. Civil Work Tenders in paradip Odisha. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| bfbb9a41-bbf6-4404-ac17-36b924df0e0a.html | Tender Notice | 0 KB |
| Annexure-D_40091_PILLING__1.xls | Tender Document | 0 KB |
| BOQ_844717.xls | Tender Document | 0 KB |
| eTender-Document-40091-PI_2.pdf | Tender Document | 0 KB |
| TECHNICAL-SPEC.rar | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Engagement of Agency for carrying out of Piling Work in connection with Composite Works for COIT and Despatch Terminalfor NRL at Paradip |
| 2 | Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. |
| 3 | Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 1.5m and upto and inclusive of 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. |
| 4 | Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 3.0m and upto & inclusive of 4.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. |
| 5 | Cutting the heads of R.C.C. piles of diameter upto 600mm and a length not exceeding 1500mm including exposing/ cleaning, bending of the reinforcement, making site clean for casting of pile cap and removal of debris to the spoil heaps within the plant boundary etc. all complete as specified & directed. (Excavation; if any, to be measured separately under respective item). |
| 6 | Cutting the heads of R.C.C. piles of diameter more than 600mm and a length not exceeding 2000mm including exposing/ cleaning, bending of the reinforcement, making site clean for casting of pile cap and removal of debris to the spoil heaps within the plant boundary etc. all complete as specified & directed. (Excavation; if any, to be measured separately under respective item). |
| 7 | GEOTECH |
| 8 | CONSTRUCTION OF BORED CAST-IN-SITURCC PILES |
| 9 | BORED CAST-IN-SITU ST. SHAFTED PILES (CEMENT including all other meterial , equipments , macheneries BY CONTRACTOR) |
| 10 | Construction of Bored cast-in-situ RCC straight shafted piles as specified in specific requirements and as per items given below by approved techniques to depths specified using stone chips of 20mm and down size, through all types of soil strata, maintaining borehole sides in position by bentonite slurry by suitable method, tremie concreting, supply of necessary material including plastisizers if required, mobilization of piling rigs and other ancillaryequipments/accessories as specified including demobilization etc complete, labour & carry out any ancillary work adjunct to piling work, disposal of surplus materials including earth, muck etc beyond specified lead, shifting plant and equipments from one pile location to another, all complete as per specifications, drawings & direction of Engineer-in-charge (Cost of reinforcement is excluded, CEMENT including all other meterial , equipments , macheneries supplied by contractor at his own cost and duly approved by Engineer-in-Charge). Diameter of pile 500 mm, Length below COL 25 M, Grade of concrete M35 |
| 11 | Construction of Bored cast-in-situ RCC straight shafted piles as specified in specific requirements and as per items given below by approved techniques to depths specified using stone chips of 20mm and down size, through all types of soil strata, maintaining borehole sides in position by bentonite slurry by suitable method, tremie concreting, supply of necessary material including plastisizers if required, mobilization of piling rigs and other ancillaryequipments/accessories as specified including demobilization etc complete, labour & carry out any ancillary work adjunct to piling work, disposal of surplus materials including earth, muck etc beyond specified lead, shifting plant and equipments from one pile location to another, all complete as per specifications, drawings & direction of Engineer-in-charge (Cost of reinforcement is excluded, CEMENT including all other meterial , equipments , macheneries supplied by contractor at his own cost and duly approved by Engineer-in-Charge). Diameter of pile 500 mm, Length below COL 13 M, Grade of concrete 35 |
| 12 | Rate per meter length in INCREASE in pile length over specified length ( CEMENT including all other meterial , equipments , macheneries Supplied by Contractor at his own cost and duly approved by Engineer-in-Charge) Diameter of pile 500mm,Length of pile 25M |
| 13 | Rate per meter length in INCREASE in pile length over specified length ( cement Supplied by Contractor at his own cost and duly approved by Engineer-in-Charge) Diameter of pile 500mm, Length of pile 13M |
| 14 | EMPTY BORING |
| 15 | Boring up to a depth of cut-off level of pile as per the specification & requirement of AFC drawings & carry out any ancillary work adjunct to piling work, disposal of surplus materials including earth, muck etc beyond specified lead, shifting plant and equipments from one pile location to another, all complete as per specifications, drawings & directions of Engineer-In-charge. Diameter of Pile 500 mm |
| 16 | STEEL REINFORCEMENT |
| 17 | Steel reinforcement of HYSD bars confirming to IS:1786 (latest version) (steel supplied by B AND R as FIM and duly approved by Engineer in charge) |
| 18 | Placing in position high strength deformed steel bars reinforcement of grade Fe500D conforming to IS:1786, (latest version) for RCC Bored Cast- in -situ piles for full length of pile, straightening, cleaning, decoiling, cutting, bending to required shape & lengths as per details, binding with contractor"s own 18 SWG black soft annealed binding wire, supplying and placing with proper cover blocks, supports, chairs, spacers, welding, if required, to form a rigid cage, complete as per instructions of the Engineer-in-Charge (steel supplied by B AND R ) |
| 19 | INITIAL PILE LOAD TESTS |
| 20 | Conducting INITIAL PILE LOAD TESTS by direct loading on piles as per specifications and directions of Engineer-in-Charge. |
| 21 | Conducting INITIAL VERTICAL pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm ,Type of Pile Bored cast-in-situ Safe capacity of pile 70 T |
| 22 | Conducting INITIAL VERTICAL pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm ,Type of Pile Bored Cast In-situ Safe capacity of pile 20 T |
| 23 | Conducting INITIAL PULL OUT pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm, Type of pile Bored Cast In Situ Safe capacity of pile 15 T |
| 24 | Conducting INITIAL PULL OUT pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm, Type of pile Bored Cast In-situ Safe capacity of pile 5 T |
| 25 | Conducting INITIAL LATERAL pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm, Type of pile Bored Safe capacity of pile 2.25 T |
| 26 | ROUTINE PILE LOAD TEST |
| 27 | Conducting ROUTINE PILE LOAD TESTS by direct loading on piles as per specifications and directions of Engineer-in-Charge. |
| 28 | Conducting ROUTINE VERICAL pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm, Type of pile Bored cast-in-situ Safe pile capacity 70 T |
| 29 | Conducting ROUTINE VERICAL pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm, Type of pile Bored Cast In-situ Safe pile capacity 20 T |
| 30 | Conducting ROUTINE PULL OUT pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm, Type of pile Bored Cast In Situ Safe pile capacity 15 T |
| 31 | Conducting ROUTINE PULL OUT pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm, Type of pile Bored Cast In-situ Safe pile capacity 5 T |
| 32 | Conducting ROUTINE LATERAL pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm, Type of pile Bored Safe pile capacity 2.25 T |
| 33 | INTEGRITY TEST ON PILES |
| 34 | LOW STRAIN INTEGRITY TEST |
| 35 | Conducting Low Strain Integrity Test on piles as per ASTM D 5882, including pile head preparation, mobilisation & demobilisation of testing apparatus/ equipments, skilled personnel, data collection/recording, analyzing the results, preparing comprehensive report and submitting the same in 5 copies, all complete as per specifications and instructions of Engineer-in-Charge. Diameter of pile 500 mm Length below COL 25 M Grade of concrete M35 |
| 36 | Conducting Low Strain Integrity Test on piles as per ASTM D 5882, including pile head preparation, mobilisation & demobilisation of testing apparatus/ equipments, skilled personnel, data collection/recording, analyzing the results, preparing comprehensive report and submitting the same in 5 copies, all complete as per specifications and instructions of Engineer-in-Charge. Diameter of pile 500 mm Length below COL 25 M Grade of concrete M35 |
| 37 | "NOTE:- THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, FEE, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST. |
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