Tender For Piling Works – Ii For Pp Unit For Pdh-Pp Plant With Ethane And Propane Storage And Handling Facilities At Petronet Lng Limited, Dahej, Gujarat.; 1 GEOTECH 2 CONSTRUCTION OF BORED CAST-IN-SITU RCC PILES 3 BORED CAST-IN-SITUST. SHAFTED PILES (CEMENT BY CONTRACTOR) 4 Constructionof Bored cast-in-situRCC straightshafted piles as specifiedin specificrequirementsand as per items given below by approvedtechniquesto depths specified using stone chips of 20mm and down size, through all types of soil strata, maintainingborehole sides in position by bentonite slurry by suitable method, tremie concreting,supply of necessary material including plastisizersif required, mobilizationof piling rigs and other ancillaryequipments/accessories as specifiedincludingdemobilizationetc complete,labour & carry out any ancillarywork adjunctto piling work, disposal of surplusmaterialsincludingearth, mucketc beyondspecifiedlead, shiftingplant and equipmentsfrom one pile locationto another,all completeas per specifications,drawings& directionof Engineer-in-charge (Cost of reinforcementis excluded, cement supplied by contractorat his own cost and duly approved by Engineer-in-Charge). Diameter of pile 500 mm, Length below COL 20 M, Grade of concrete M30 5 Constructionof Bored cast-in-situRCC straightshafted piles as specifiedin specificrequirementsand as per items given below by approvedtechniquesto depths specified using stone chips of 20mm and down size, through all types of soil strata, maintainingborehole sides in position by bentonite slurry by suitable method, tremie concreting,supply of necessary material including plastisizersif required, mobilizationof piling rigs and other ancillaryequipments/accessories as specifiedincludingdemobilizationetc complete,labour & carry out any ancillarywork adjunctto piling work, disposal of surplusmaterialsincludingearth, mucketc beyondspecifiedlead, shiftingplant and equipmentsfrom one pile locationto another,all completeas per specifications,drawings& directionof Engineer-in-charge (Cost of reinforcementis excluded, cement supplied by contractorat his own cost and duly approved by Engineer-in-Charge). Diameter of pile 500 mm, Length below COL 30 M, Grade of concrete M30 6 Constructionof Bored cast-in-situRCC straightshafted piles as specifiedin specificrequirementsand as per items given below by approvedtechniquesto depths specified using stone chips of 20mm and down size, through all types of soil strata, maintainingborehole sides in position by bentonite slurry by suitable method, tremie concreting,supply of necessary material including plastisizersif required, mobilizationof piling rigs and other ancillaryequipments/accessories as specifiedincludingdemobilizationetc complete,labour & carry out any ancillarywork adjunctto piling work, disposal of surplusmaterialsincludingearth, mucketc beyondspecifiedlead, shiftingplant and equipmentsfrom one pile locationto another,all completeas per specifications,drawings& directionof Engineer-in-charge (Cost of reinforcementis excluded, cement supplied by contractorat his own cost and duly approved by Engineer-in-Charge). Diameter of pile 600 mm, Length below COL 20 M, Grade of concrete M30 7 Constructionof Bored cast-in-situRCC straightshafted piles as specifiedin specificrequirementsand as per items given below by approvedtechniquesto depths specified using stone chips of 20mm and down size, through all types of soil strata, maintainingborehole sides in position by bentonite slurry by suitable method, tremie concreting,supply of necessary material including plastisizersif required, mobilizationof piling rigs and other ancillaryequipments/accessories as specifiedincludingdemobilizationetc complete,labour & carry out any ancillarywork adjunctto piling work, disposal of surplusmaterialsincludingearth, mucketc beyondspecifiedlead,shiftingplantand equipmentsfrom one pile locationto another,all completeas per specifications,drawings& directionof Engineer-in-charge (Cost of reinforcementis excluded, cement supplied by contractorat his own cost and duly approved by Engineer-in-Charge). Diameter of pile 600 mm, Length below COL 30 M, Grade of concrete M30 8 Rate per meter length in INCREASEin pile length over specifiedlength ( cementSuppliedby Contractorat his own cost and duly approvedby Engineer-in- Charge) Diameter of pile 500 mm, Length of pile 20 M 9 Rate per meter length in INCREASEin pile length over specifiedlength ( cementSuppliedby Contractorat his own cost and duly approvedby Engineer-in- Charge) Diameter of pile 500 mm, Length of pile 30 M 10 Rate per meter length in INCREASEin pile length over specifiedlength ( cementSuppliedby Contractorat his own cost and duly approvedby Engineer-in- Charge) Diameter of pile 600 mm, Length of pile 20 M 11 Rate per meter length in INCREASEin pile length over specifiedlength ( cementSuppliedby Contractorat his own cost and duly approvedby Engineer-in- Charge) Diameter of pile 600 mm, Length of pile 30 M 12 EMPTY BORING 13 Boring up to a depth of cut-off level of pile as per the specification& requirementof AFC drawings & carry out any ancillary work adjunct to piling work, disposal of surplusmaterialsincludingearth,mucketc beyondspecifiedlead,shiftingplantand equipmentsfromone pile locationto another,all completeasper specifications,drawings & directions of Engineer-In-charge.Diameter of Pile 500 mm 14 Boring up to a depth of cut-off level of pile as per the specification& requirementof AFC drawings & carry out any ancillary work adjunct to piling work, disposal of surplusmaterialsincludingearth,mucketc beyondspecifiedlead,shiftingplantand equipmentsfromone pile locationto another,all completeasper specifications,drawings & directions of Engineer-In-charge.Diameter of Pile 600 mm 15 STEEL REINFORCEMENT 16 Steel reinforcementof HYSD bars confirming to IS:1786 (latest version) (steel supplied by contractor at his own cost and duly approved by Engineer in charge) 17 Placing in position high strength deformedsteel bars reinforcementof grade Fe500D conformingto 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 contractorsown 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 instructionsof the Engineer-in-Charge (steel supplied by contractor at his own cost and duly approved by Engineer in charge) 18 INITIAL PILE LOAD TESTS 19 Conducting INITIAL PILE LOAD TESTS by direct loading on piles as per specificationsand directions of Engineer-in-Charge. 20 ConductingINITIAL VERTICALpile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude,labour, excavation,back filling,compactionetc. all completeas per specificationsand directionsof Engineer-in-Charge, analysingthe results,makingthe reportand submitting the same in 5 copies (cost of pile is excluded)Diameter of pile 500 mm ,Type of Pile Bored Cast-in-situSafe capacity of pile 55 T 21 ConductingINITIAL VERTICALpile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude,labour, excavation,back filling,compactionetc. all completeas per specificationsand directionsof Engineer-in-Charge, analysingthe results,makingthe reportand submitting the same in 5 copies (cost of pile is excluded)Diameter of pile 500 mm ,Type of Pile Bored cast-in-situSafe capacity of pile 100 T 22 ConductingINITIAL VERTICALpile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude,labour, excavation,back filling,compactionetc. all completeas per specificationsand directionsof Engineer-in-Charge, analysingthe results,makingthe reportand submitting the same in 5 copies (cost of pile is excluded)Diameter of pile 600 mm ,Type of Pile Bored cast-in-situSafe capacity of pile 75 T 23 ConductingINITIAL VERTICALpile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude,labour, excavation,back filling,compactionetc. all completeas per specificationsand directionsof Engineer-in-Charge, analysingthe results,makingthe reportand submitting the same in 5 copies (cost of pile is excluded)Diameter of pile 600 mm ,Type of Pile Bored cast-in-situSafe capacity of pile 120 T 24 ConductingINITIAL 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,compactionetc. all completeas per specificationsand directionsof Engineer-in-Charge, analysingthe results,makingthe reportand 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 25 ConductingINITIAL 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,compactionetc. all completeas per specificationsand directionsof Engineer-in-Charge, analysingthe results,makingthe reportand submitting the same in 5 copies (cost of pile is excluded)Diameter of pile 600 mm, Type of pile Bored cast-in-situSafe capacity of pile 15 T 26 ConductingINITIAL LATERALpile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude,labour, excavation,back filling,compactionetc. all completeas per specificationsand directionsof Engineer-in-Charge, analysingthe results,makingthe reportand 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 27 ConductingINITIAL LATERALpile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude,labour, excavation,back filling,compactionetc. all completeas per specificationsand directionsof Engineer-in-Charge, analysingthe results,makingthe reportand submitting the same in 5 copies (cost of pile is excluded)Diameter of pile 600 mm, Type of pile Bored cast-in-situSafe capacity of pile 6.5 T 28 ROUTINE PILE LOAD TEST 29 Conducting ROUTINE PILE LOAD TESTS by direct loading on piles as per specificationsand directions of Engineer-in-Charge. 30 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, compactionetc. all complete as per specificationsand directionsof 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 31 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, compactionetc. all complete as per specificationsand directionsof 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 32 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, compactionetc. all complete as per specificationsand directionsof 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 33 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, compactionetc. all complete as per specificationsand directionsof 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 34 ConductingROUTINEPULL OUT pile load test by direct loading on piles includingfinishing pile head, supply & erectionof kentledgeof suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specificationsand 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 35 ConductingROUTINEPULL OUT pile load test by direct loading on piles includingfinishing pile head, supply & erectionof kentledgeof suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specificationsand 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 36 ConductingROUTINELATERALpile load test by directloadingon piles includingfinishing pile head, supply& erectionof kentledgeof suitablemagnitude, labour, excavation, back filling, compaction etc. all complete as per specificationsand 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 37 ConductingROUTINELATERALpile load test by directloadingon piles includingfinishing pile head, supply& erectionof kentledgeof suitablemagnitude, labour, excavation, back filling, compaction etc. all complete as per specificationsand 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 38 INTEGRITY TEST ON PILES 39 LOW STRAIN INTEGRITY TEST 40 ConductingLowStrainIntegrityTestonpilesasperASTMD5882,includingpile headpreparation,mobilisation& demobilisationoftestingapparatus/ equipments,skilled personnel, data collection/recording, analyzing the results, preparing comprehensive report and submitting the same in 5 copies, all complete as per specificationsand instructions of Engineer-in-Charge. Diameter of pile 500 mm Length below COL 20 M Grade of concrete M30 41 ConductingLowStrainIntegrityTestonpilesasperASTMD5882,includingpile headpreparation,mobilisation& demobilisationoftestingapparatus/ equipments,skilled personnel, data collection/recording, analyzing the results, preparing comprehensive report and submitting the same in 5 copies, all complete as per specificationsand instructions of Engineer-in-Charge. Diameter of pile 500 mm Length below COL 30 M Grade of concrete M30 42 ConductingLowStrainIntegrityTestonpilesasperASTMD5882,includingpile headpreparation,mobilisation& demobilisationoftestingapparatus/ equipments,skilled personnel,data collection/recording, analyzing the results, preparing comprehensive report and submitting the same in 5 copies, all complete as per specificationsand instructions of Engineer-in-Charge. Diameter of pile 600 mm Length below COL 20 M Grade of concrete M30 43 ConductingLowStrainIntegrityTestonpilesasperASTMD5882,includingpile headpreparation,mobilisation& demobilisationoftestingapparatus/ equipments,skilled personnel, data collection/recording, analyzing the results, preparing comprehensive report and submitting the same in 5 copies, all complete as per specificationsand instructions of Engineer-in-Charge. Diameter of pile 600 mm Length below COL 30 M Grade of concrete M30 44 HIGH STRAIN DYNAMIC PILE LOAD TEST 45 ConductingHigh Strain Dynamic Pile load Test on piles as per ASTM D4945, including Mobilization& Demobilizationof testing apparatus/equipmentswith 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, preparationof comprehensivereport and submitting the same in 5 copies, all complete as per specificationsand directionsof Engineer-in-Charge. 46 Diameter of Pile= 500 mmLength below COL 20 mGrade of concrete M30 Capacity of pile 55 MT 47 Diameter of Pile= 500 mmLength below COL 30 mGrade of concrete M30 Capacity of pile 100 MT 48 Diameter of Pile= 600 mmLength below COL 20 mGrade of concrete M30 Capacity of pile 75 MT 49 Diameter of Pile= 600 mmLength below COL 30 mGrade of concrete M30 Capacity of pile 120 MT
