PILING WORKS-II FOR PP UNIT FOR PDH-PP PLANT WITH ETHANE AND PROPANE STORAGE AND HANDLING FACILITIES AT PETRONET LNG LIMITED, DAHEJ, GUJARAT.

GEOTECH

CONSTRUCTION OF BORED CAST-IN-SITU RCC PILES

BORED CAST-IN-SITU ST. SHAFTED PILES (CEMENT BY CONTRACTOR)

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 ancillary equipments/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 supplied by contractor at his own cost and duly approved by Engineer-in-Charge). Diameter of pile 500 mm, Length below COL 20 M, Grade of concrete M30

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 ancillary equipments/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 supplied by contractor at his own cost and duly approved by Engineer-in-Charge). Diameter of pile 500 mm, Length below COL 30 M, Grade of concrete M30

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 ancillary equipments/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 supplied by contractor at his own cost and duly approved by Engineer-in-Charge). Diameter of pile 600 mm, Length below COL 20 M, Grade of concrete M30

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 ancillary equipments/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 supplied by contractor at his own cost and duly approved by Engineer-in-Charge). Diameter of pile 600 mm, Length below COL 30 M, Grade of concrete M30

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 500 mm, Length of pile 20 M

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 500 mm, Length of pile 30 M

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 600 mm, Length of pile 20 M

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 600 mm, Length of pile 30 M

EMPTY BORING

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

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 600 mm

STEEL REINFORCEMENT

Steel reinforcement of HYSD bars confirming to IS:1786 (latest version) (steel supplied by contractor at his own cost and duly approved by Engineer in charge)

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 SW G black soft annealed binding wire, supplying and placing with proper cover blocks, supports, chairs, spacers, welding, if required, to form a rigid cage, including welding related to Cathodic Protection work on RCC Piles (such as fixing of additional master ring, welding at each lapping of every helical bar at minimum three points to ensure continuity of the main bar, etc.). , complete as per instructions of the Engineer-in-Charge (steel supplied by contractor at his own cost and duly approved by Engineer in charge)

INITIAL PILE LOAD TESTS

Conducting INITIAL PILE LOAD TESTS by direct loading on piles as per specifications and directions of Engineer-in-Charge.

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 55 T

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 100 T

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 600 mm ,Type of Pile Bored cast-in-situ Safe capacity of pile 75 T

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 600 mm ,Type of Pile Bored cast-in-situ Safe capacity of pile 120 T

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

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 600 mm, Type of pile Bored cast-in-situ Safe capacity of pile 15 T

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 cast in situ Safe capacity of pile 4.5 T

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 600 mm, Type of pile Bored cast-in-situ Safe capacity of pile 6.5 T

ROUTINE PILE LOAD TEST

Conducting ROUTINE PILE LOAD TESTS by direct loading on piles as per specifications and directions of Engineer-in-Charge.

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 55 T

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 100 T

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 600 mm, Type of pile Bored cast-in-situ Safe pile capacity 75 T

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 600 mm, Type of pile Bored cast-in-situ Safe pile capacity 120 T

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

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 600 mm, Type of pile Bored cast-in-situ Safe pile capacity 15 T

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 cast in situ Safe pile capacity 4.5 T

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 600 mm, Type of pile Bored cast-in-situ Safe pile capacity 6.5 T

INTEGRITY TEST ON PILES

LOW STRAIN INTEGRITY TEST

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 20 M Grade of concrete M30

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 30 M Grade of concrete M30

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 600 mm Length below COL 20 M Grade of concrete M30

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 600 mm Length below COL 30 M Grade of concrete M30

HIGH STRAIN DYNAMIC PILE LOAD TEST

Conducting High Strain Dynamic Pile load Test on piles as per ASTM D4945, including Mobilization & Demobilization of testing apparatus/ equipment's with all accessories, skilled personnel, labour, excavation, chipping of pile upto cut off level, preparation/finishing/building of pile head, backfilling, compaction etc., data collection/recording, analyzing the test results, preparation of comprehensive report and submitting the same in 5 copies, all complete as per specifications and directions of Engineer-in-Charge.

Diameter of Pile= 500 mm Length below COL 20 m Grade of concrete M30 Capacity of pile 55 MT

Diameter of Pile= 500 mm Length below COL 30 m Grade of concrete M30 Capacity of pile 100 MT

Diameter of Pile= 600 mm Length below COL 20 m Grade of concrete M30 Capacity of pile 75 MT

Diameter of Pile= 600 mm Length below COL 30 m Grade of concrete M30 Capacity of pile 120 MT

"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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