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RITES Limited - RITES Tender
Civil And Construction
Bridge Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date5 May 2025
Closing Soon20 May 2025
Tender AmountRefer Documents
Costs
EMD
₹ 2,99,342Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Gt Works And Material Survey For Preparation Of Dpr For Construction Of A 4 Lane Major Bridge Over River Bhagirathi,including Viaducts,rob Interchanges, Other Major And Minor Bridges, Grade Separators, Etc Connecting Kalna Of Stkk Road In West Bengal
Description
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Contact
Tender Id
2025_RITES_234549_1Tender No
RITES/HW/RT300 00126/KALNA BRG GEOTECH/2025Tender Authority
RITES Limited ViewPurchaser Address
-Website
http://https://www.rites.com/
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Documents
BOQ Items
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Carriage of all Disturbed & Undisturbed Samples from site of work to the Divisional office or elsewhere including loading and unloading as per direction of Engineer-in-Charge. Detailed Investigation. Note 1: Some samples may be required to be kept at Sub-Division Office for Additional testing By the Engineer-in-Charge. Note 2: Payment shall be made for actual number of carriage and to be certified by the superviser of the client.
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Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge. a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn). (Note 1: These are Rotary Cored Boreholes (for SPT and Sampling), PMT borehole and shall be used for CHST. Cost of CPTU borehole is to be quoted alongwith the cost of conducting CPTU test under the relevant item). Note 2: These boreholes shall be used for Cross Hole Seismic Test (CHST). Accordingly, these boreholes should be prepared and the rate shall be quoted accordingly. Cost of Grouting material, grouting pipe, labour, tools and machineries, equipment and other cost of associated works must be included in the quoted rate)
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Depth 0m to 10m
120
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Depth greater than 10 m and upto 20 m
120
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Depth greater than 20 m and upto 30 m
120
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Depth greater than 30 m and upto 40 m
120
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Depth greater than 40 m and upto 50 m
120
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Depth greater than 50 m and upto 60 m
120
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Depth greater than 60 m and upto 70 m
120
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Depth greater than 70 m and upto 80 m
120
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Depth greater than 80 m and upto 90 m
120
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Field Investigation: v) Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost. (a) Undisturbed
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0.0m-10.0m
24
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10.0m-20.0m
24
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20.0m-30.m
24
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30.0m-40.m
24
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40.0m-50.m
24
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50.0m-60.m
24
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60.0m-70.m
24
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70.0m-80.m
24
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80.0m-90.m
24
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Field Investigation: v) Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost. (a) Disturbed
108
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Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
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0.0m-10.0m
150
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10.0m-20.0m
150
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20.0m-30.m
150
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30.0m-40.m
150
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40.0m-50.m
150
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50.0m-60.m
150
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60.0m-70.m
150
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70.0m-80.m
150
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80.0m-90.m
150
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Conducting Static Cone Penetration Test (CPTu up to minimum 90m below bed/groun level including shifting & positioning of Barge/Fixed Working Platform, as the case may be. Note: If any of the above Cone Penetration Tests (CPTu) encountered refusal before reaching the target depth, drilling will be performed to the refusal depth (upto maximum 3 times), followed by Mazier sampling up to a maximum of 2.00 m (approx.). Cone Penetration Test will then be resumed, and this process will be repeated as necessary to achieve the target depth. (Note: Cost of CPT Boreholes shall be included in the rate quoted. Bidders shall accordingly quote the rate for CPTU).
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Pressure Meter Test: Carrying out Pressure Meter Test in separate Boreholes dedicated for PMT. Note: Cost of boreholes shall be paid separately under relevant item of boring. Frequency of the Test shall be 1 no. for each 2m or as directed by the Engineer-in-Charge.
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0.0m-10.0m
15
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10.0m-20.0m
15
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20.0m-30.m
15
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30.0m-40.m
15
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40.0m-50.m
15
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50.0m-60.m
15
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60.0m-70.m
15
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70.0m-80.m
15
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80.0m-90.m
15
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Carrying out following laboratory tests (Index Tests)
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Determination of Water Content as per IS 2720 (Part – II).
150
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Determination of Water Content Dry Density relation using light compaction as per IS 2720 (Part – VII).
10
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Determination of Water Content Dry Density relation using heavy compaction as per IS 2720 (Part – VIII).
10
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Determination of Density Index (Relative Density of cohesion less soil) as per IS 2720 (Part – XIV).
10
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Determination of Specific Gravity as per IS 2720 (Part – III).
75
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Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
150
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Grain size analysis by Sieving as per IS 2720 (Part – IV).
180
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Shrikage Limit
10
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Liquid Limit
150
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Plastic Limit
150
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Determination of Organic Matter as per IS 2720 (Part– XXII)
4
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Mica Content
4
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Maximum and Minimum void ratio
10
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Strength and Compressibility Test
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Direct Shear Test on Cohesive and Coarse Grained Material
20
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Determination of Unconfined Compression Strength as per IS 2720 (Part – X) (Undisturbed)
20
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Determination of Unconfined Compression Strength as per IS 2720 (Part – X) (Remoulded)
10
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Triaxial Test
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Consolidated Isotropically Drained (CID) Triaxial Test on Coarse Grained Material
5
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Consolidated Anisotropically Undrained (CAU) Triaxial Test on Cohesive Material
5
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Consolidation Test/Oedometer Test
5
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Determination of Shear strength Parameters of a specimen tested in Unconsolidated Undrained Tri-axial compression without measurement of pore water pressure as per IS 2720 (Part – XI).
26
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Determination of Shear strength Parameters of a specimen tested in Consolidated Undrained Tri-axial compression Test with measurement of
pore water pressure as per IS 2720 (Part – XII).
20
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Determination of Shear strength Parameters of a soil from Consolidated Drained Test as per IS 2720 (Part – X).
20
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Determination of Consolidation Properties as per IS 2720 (Part – XIV).
30
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Chemical Analysis
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Determination of pH Value of water as per IS 2720(Part– VIII).
36
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Test for Sulphate & Chloride in Water
12
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Determination of pH Value of soil sample
36
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Test for Sulphate & Chloride of soil sample
12
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Conducting Dissipation test in the CPTU borehole at specified depth in cohesive soil Mximum time 3 hours or 50% dissipation of excess pore pressure whichever is earlier
6
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Onshore Down the Hole Suspension Logging: Conducting PS Logging testing along with data interpretaion and report. (The test shall be conducted in the geotechnical bore dedictaed for SPT and UDS sampling. Hence, the quote should only for conducting the test).
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Cost of preparation of bore holes including the cost of casing & grouting materials, driving and withdrawal the casing pipe, pouring the grouting material including the cost of labours, tools, equipment, transportation, machineries and any other tools and tackles etc. as required to successfully conducting the Cross Hole Seismic Test (CHST)
540
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Conducting Cross Hole Seismic Test (CHST) with SPARKER (NOT PNEUMATIC) and all other tools and equipments complete, data acquisition, data interpretation and preparation of Report
2
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Preperation and Submission of Geotechnical Factual Report and Interpretative Report (3 Hard Copies) including supply of the Raw and finished data in CD/Pendrive.
1
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PART B: Geotechnical Investigation for viaduct, ROB, VUPs & other bridges
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Mobilisation Charges of all tools & Plants along with accessories, material, labour, supervision etc. at site of work required in connection with boring and testing work, including setting up boring rigs and shifting to different Bore-hole points etc. and also including withdrawal of same from the site after completion of work, complete as per direction of Engineer-in-Charge. (b) Detailed Investigation [Note: Payment will be made after successful completion of work.]
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Carriage of all Disturbed & Undisturbed Samples from site of work to the Divisional office or elsewhere including loading and unloading as per direction of Engineer-in-Charge. Detailed Investigation. [Note: Some samples may be required to be kept at Sub-Division Office for Additional testing By the Engineer-in-Charge.]
10
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Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge. a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn)
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Depth 0m to 10m
300
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Depth greater than 10 m and upto 20 m
300
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Depth greater than 20 m and upto 30 m
300
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Depth greater than 30 m and upto 40 m
300
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Depth greater than 40 m and upto 50 m
150
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Depth greater than 50 m and upto 60 m
30
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Depth greater than 60 m and upto 70 m
3
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Depth greater than 70 m and upto 80 m
3
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Depth greater than 80 m and upto 90 m
3
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Extra for boring in water (1.2m and higher depths).
10
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Field Investigation
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v) Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost. (a) Undisturbed
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i) 0.0m-10.0m
60
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ii) 10.0m-20.0m
60
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iii) 20.0m-30.m
60
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iv) 30.0m-40.m
60
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v) 40.0m-50.m
30
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vi) 50.0m-60.m
1
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vii) 60.0m-70.m
1
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viii) 70.0m-80.m
1
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ix) 80.0m-90.m
1
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iii) Collection of Samples from the bore hole
made (b) Disturbed
150
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Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
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i) 0.0m-10.0m
90
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ii) 10.0m-20.0m
90
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iii) 20.0m-30.m
90
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iv) 30.0m-40.m
90
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v) 40.0m-50.m
90
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vi) 50.0m-60.m
3
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vii) 60.0m-70.m
3
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viii) 70.0m-80.m
3
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ix) 80.0m-90.m
3
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Laboratory Investigation:
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Liquid Limit as per IS 2720 (Part – V).
360
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Plastic Limit as per IS 2720 (Part – V)
360
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Grain size analysis by Sieving as per IS 2720 (Part – IV).
450
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Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
360
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Determination of Water Content as per IS 2720 (Part – II).
360
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Determination of Specific Gravity as per IS 2720 (Part – III).
180
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Direct Shear Test as per IS 2720 (Part – XIII).
90
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Determination of Unconfined Compression Strength as per IS 2720 (Part – X) a) Undisturbed
60
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Tri-Axial Shear Test.
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ix) Determination of Shear strength Parameters of a specimen tested in Unconsolidated Undrained Tri-axial compression without measurement of pore water pressure as per IS 2720 (Part – XI).
270
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x) Laboratory Determination of Permeability as per IS 2720 (Part– XVII).
55
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xi) Determination of Consolidation Properties as per IS 2720 (Part-15)
90
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Preparation and submission of report in 6 (Six) copies, giving all relevant information data like site plan, Bore log and water table, test results, calculations, discussions, suggestions and recommendations in respect of suitable foundation etc. including including determination of silt factor calculation of waterways and complete design of foundation including analysis of Bearing Capacities and settlements in bound and presentable form complete as per direction of Engineer-in-Charge. b) Detailed Investigation
1
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Water Sample Test (Chemical analysis)
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Determination of pH Value as per IS 2720(Part– VIII).
75
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Test for Sulphate & Chloride in Water
20
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Soil Sample Test (Chemical analysis)
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i) Determination of pH Value as per IS 2720(Part– VIII).
75
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ii) Test for Sulphate & Chloride
20
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PART C: Material Survey
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Pavement/Borrow Area Investigation
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Conducting sub-grade/ Existing ground / Borrow area by excavation of Test Pit of size 1m x 1m up to the depth of sub-grade/ 1.0m at the interface of pavement and shoulder or at proposed center line for determination of pavement composition/ soil strength including determination of field density and field moisture content at sub-grade Level/ ground level
27
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Laboratory Investigation:
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a) Water Content as per IS 2720 (Part-II)
27
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b) Liquid Limit as per IS 2720 (Part – V).
27
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c) Plastic Limit as per IS 2720 (Part – V)
27
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d) Grain size analysis by Sieving as per IS 2720 (Part – IV).
27
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e) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
14
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f) Free Swell Index of soil as per is 2720 (Part-VIII)
21
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g) Determination of Water ContentDry Density relation usingheavy compaction as per IS 2720 (Part – VIII). (Modified Proctor Test)
21
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h) Four days soaked CBR test at 97% of MDD as per IS: 2720, Part XVIII
21
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Field Investigation:
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Dynamic Cone-Penetration Test using 50mm cone without using Bentonite slurry as per IS 4968 (Part – I)
10
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Determination of Density of soil in place by Sand-replacement Method as per IS 2720 (Part – XXIII).
21
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Field determination of California Bearing Ratio as per IS 2720 (Part XXXI)
10
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