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Soil Investigation For The Work Of Construction Of 9 Nos Zonal R.C.C Elevated Reservoirs Zone I Ii V Vi Vii Viii Ix X Xi Of Different Capacity Staging Height 20 Mtr. For Surface Water Based Scheme Sankrail W / S Scheme, HOWRAH-West Bengal

Public Health Engineering Department-PHED has published Soil Investigation For The Work Of Construction Of 9 Nos Zonal R.C.C Elevated Reservoirs Zone I Ii V Vi Vii Viii Ix X Xi Of Different Capacity Staging Height 20 Mtr. For Surface Water Based Scheme Sankrail W / S Scheme. Submission Date for this Tender is 17-12-2021. Soil Survey Tenders in HOWRAH West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

30110328
Corrigendum : Soil Investigation For The Work Of Construction Of 9 Nos Zonal R.C.C Elevated Reservoirs Zone I Ii V Vi Vii Viii Ix X Xi Of Different Capacity Staging Height 20 Mtr. For Surface Water Based Scheme Sankrail W / S Scheme
Open Tender
Indian
West Bengal
HOWRAH
17-12-2021

Tender Details

Soil Investigation For The Work Of Construction Of 9 Nos Zonal R.C.C Elevated Reservoirs Zone I Ii V Vi Vii Viii Ix X Xi Of Different Capacity Staging Height 20 Mtr. For Surface Water Based Scheme Sankrail W / S Scheme

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 07-Dec-2021 CORRIGENDUM-I Other 17-12-2021

Key Value

Document Fees
Refer document
EMD
INR 21860.0 /-
Tender Value
INR 10.93 Lakhs /-

BOQ Items

Name of Work:Soil Investigation for the work of Construction of 9 nos Zonal R.C.C Elevated Reservoirs(Zone-I, II, V, VI, VII, VIII, IX, X, XI) of different Capacity Staging Height 20 mtr. For Surface Water Based Scheme Sankrail W/S Scheme under Uluberia Sub-Division, under Howrah Division, P.H.E.Dte.(Zone -I 900 cum, Zone-II 600 Cum, Zone-V 900 cum, Zone-VI 700 cum, Zone VII 600 cum, Zone VIII 900 Cum, Zone IX 1250, Zone X 900 Cum, ZoneXI 1250 Cum)
Sl. No. Item Description
1Mobilisation 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) Preliminary Investigation Note- Payment will be made after successful completion of work.
2Labour 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) (i) Depth 0m to 10m
3(ii) Depth greater than 10m and upto 20m
4(iii) Depth greater than 20m and upto 30m
5B Field Investigation: v) Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost. i) 0.0 m to 10.0 m
6ii) 10.0 m to 20.0 m
7iii) 20.0m to 30.00 m
8ii) Collection of Samples from the bore hole a) Distrubed
9B Field Investigation: iii) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131. i) 0.0 m to 10.0 m
10ii) 10.0 m to 20.0 m
11iii) 20.0m to 30.00 m
12A. Laboratory Investigation: i) Liquid Limit as per IS 2720 (Part – V).
13ii) Plastic Limit as per IS 2720 (Part – V)
14iii) Grain size analysis by Sieving as per IS 2720 (Part – IV).
15iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
16v) Determination of Water Content as per IS 2720 (Part – II).
17vi) Determination of Specific Gravity as per IS 2720 (Part – III).
18vii) Direct Shear Test as per IS 2720 (Part – XIII).
19viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X). 1) undistrubed
20viii) Determination of Consolidation Properties as per IS 2720 (Part – XIV).
21xvi) Tri-Axial Shear Test. a) 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).
22Carriage 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.
23Preparation 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 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. Detailed Investigation
24Add 12 % GST
25Add 1% Cess
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