Bridge And Roof Company India Limited Tender
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Costs
EMD
₹ 21,80,000Document Cost
₹ 23,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_BandR_740552_1Bid Award Id
ViewTender No
BANDR/IOCL/ PANIPAT/71134/PILING-03/HO/SC/ NIT/ 02Tender Authority
Bridge And Roof Company India Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
SCOPE_OF_WORK_FOR_RCC_PILING_WORKS_Spec
eTender_Document_PILING-03_SC_PANIPAT_IOCL
TESTING_OF_CONCRETE_PILES_Spec
REINFORCED_CONCRETE_PILES_spec
BOQ Items
Removal/ disposal of surplus material including earth, muck generaled during Bentonite Water Circulation for Boring using manual labour/ shifting of muck by provding JCB & Dumper etc. as per site requirement and as directed by Engineer in charge.
2000
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800
CONSTRUCTION OF DRIVEN CAST-IN-SITU RCC STRAIGHT SHAFT PILES ( BY HR-300 OR EQUIVALENT HYDRAULIC DRIVEN PILING RIG )
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For pouring of RCC for Driven cast-in-situ RCC straight shaft piles inclduing Placing in Position of Disposable Pile Shoes of Suitable Diameter, sealing joints etc. as per termination criteria specified in specific requirements to the specified depth, labour & carry out any ancillary work adjunct to piling work, shifting plant and equipment from one pile location to another, all complete as per specifications, drawings & direction of Engineer-in- Charge (Cost of reinforcement is excluded ). (Diameter of pile - 500 mm, Length below COL -18M, Grade of concrete - M30) .
Note:- 1. RMC will be supplied by B&R Free of Cost. 2. Hydarulic Rig (HR 300 or Equivalent) along with Compatible Vibro Hammer, Casing Pipes, Crawler Crane of Suitable Capacity related to Hydraulic Rig(HR 300 or Equivalent) only will be in scope of B&R.
32000
-
220
Supply of MS Pile Shoes 10mm Thk. Of following Dimension
Base:- Internal Dia 510mm
Top:- Outer Dia 565mm
55
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115000
Construction of Driven cast-in-situ RCC straight shaft piles as per termination criteria specified in specific requirements and as per items given below, driven through all kinds of soil strata to the specified depth, using stone chips of 20mm and down size, supply of necessary materials, including disposal shoe as specified, plasticizers if required, mobilization of piling rigs and other ancillary equipments/accessories as specified including demobilization etc. complete, labour & carryout any ancillary work adjunct to piling work, shifting plant and equipment from one pile location to another, all complete as per specifications, drawings & direction of Engineer-in- Charge (Cost of reinforcement is excluded ). (Diameter of pile - 500 mm, Length below COL -18M, Grade of concrete - M30) Note:- Only RMC will be supplied by B&R Free of Cost.
20435
-
1585
Rate per meter length in INCREASE in pile length over specified length ( Diameter of pile - 500 mm, Length of pile above - 18 M )
Note:- Only RMC will be supplied by B&R Free of Cost.
4109
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1680
Construction of Driven cast-in-situ RCC straight shaft piles as per termination criteria specified in specific requirements and as per items given below, driven through all kinds of soil strata to the specified depth, using stone chips of 20mm and down size, supply of necessary materials, including disposal shoe as specified, plasticizers if required, mobilization of piling rigs and other ancillary equipments/accessories as specified including demobilization etc. complete, labour & carryout any ancillary work adjunct to piling work, shifting plant and equipment from one pile location to another, all complete as per specifications, drawings & direction of Engineer-in- Charge (Cost of reinforcement is excluded ). (Diameter of pile - 500 mm, Length below COL -13M, Grade of concrete - M30) Note:- Only RMC will be supplied by B&R Free of Cost.
9033
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1585
Rate per meter length in INCREASE in pile length over specified length ( Diameter of pile - 500 mm, Length of pile above - 13 M ) Note:- Only RMC will be supplied by B&R Free of Cost.
709
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1585
STEEL REINFORCEMENT
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-
Steel reinforcement of HYSD bars confirming to IS:1786 (latest version)
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-
Placing in position high strength deformed steel bars reinforcement of grade Fe500D conforming to IS:1786, (latest version) for RCC Driven 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 Note:- Only Reinforcement steel will be supplied by B&R Free of Cost.
1900
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7177
INITIAL PILE LOAD TESTS
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-
Conducting INITIAL PILE LOAD TESTS by direct loading on piles as per specifications and directions of Engineer- in-Charge.
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-
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 - Driven cast in- situ TYPE-IT ) Note:- All Testing Material, Equipment, Accessories will be supplied by contractor at his own cost
2
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68212
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 - Driven cast in- situ TYPE-II ) Note:- All Testing Material, Equipment, Accessories will be supplied by contractor at his own cost.
1
-
64802
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 - Driven cast in- situ TYPE-IT )
Note:-All Testing Material, Equipment, Accessories will be supplied by contractor at his own cost
2
-
58468
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 - Driven cast in- situ TYPE-IT ) Note:- All Testing Material, Equipment, Accessories will be supplied by contractor at his own cost.
2
-
48724
ROUTINE PILE LOAD TEST
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-
-
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 - Driven cast in- situ TYPE-IT ) Note:- All Testing Material, Equipment, Accessories will be supplied by contractor at his own cost
11
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58468
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 - Driven cast in- situ TYPE-II ) Note:- All Testing Material, Equipment, Accessories will be supplied by contractor at his own cost.
1
-
55545
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 - Driven cast in- situ TYPE-IT ) Note:- All Testing Material, Equipment, Accessories will be supplied by contractor at his own cost
6
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48724
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 - Driven cast in- situ TYPE-IT ) Note:- All Testing Material, Equipment, Accessories will be supplied by contractor at his own cost
1
-
34106
INTEGRITY TEST ON PILES
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LOW STRAIN INTEGRITY TEST
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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 - 18 M, Grade of Concrete - M30 ) Note:- All Testing Material, Equipment, Accessories will be supplied by contractor at his own cost
145
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1461
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 - 13 M, Grade of Concrete - M30 ) Note:- All Testing Material, Equipment, Accessories will be supplied by contractor at his own cost
31
-
1461
"NOTE:-
THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST."
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