Irrigation And Waterways Department Tender
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Irrigation And Waterways Department - IWD Tender
Eprocure
Opening Date
5 Dec 2019Closing Date
CancelledTender Amount
₹ 12,86,728Costs
EMD
₹ 25,735Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_IWD_257405_10Tender No
WBIW/EE/CID/eNIT-04/19-20Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
(iii) Depth greater than 20m and upto 30m
120
-
531.66
(iv) Depth greater than 30m. and upto 40m .
120
-
622.16
C) Extra for boring in water ( 1.2 M and higher depths)
6
-
12069.9
Fild investigation Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost. i) 0.0m - 10.0m
24
-
260.18
(ii) 10.0m-20.0m
24
-
395.92
vi)Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131. a) 0.0m - 10.0m
60
-
395.92
(b) 10.0m-20.0mt
72
-
520.35
c) 20.0m - 30.0m .
72
-
644.78
Laboratory Investigation. i) Liquid Limit as per IS 2720 (Part-V)
151
-
395.92
ii) Plastic Limit as per IS 2720 (Part-V)
151
-
395.92
iii) Grain size analysis by Sieving as per IS 2720 (Part-IV)
151
-
599.54
iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
126
-
780.53
v) Determination of Water Content as per IS 2720 (Part – II).
252
-
158.37
vi) Determination of Specific Gravity as per IS 2720 (Part – III)
126
-
520.35
vii) Direct Shear Test as per IS 2720 (Part – XIII)
61
-
644.78
viii) Determination of Unconfined Compression Test as per IS 2720 (Part-X). a) Undisturbed
45
-
780.53
xiv) Determination of consolidation properties as per IS: 2720 (Part - XV).
61
-
1040.7
xvi) Tri-Axial Shear Test. 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)
51
-
1040.7
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 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
3
-
14140
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.
3
-
1809.92
Hire and labour charges for stagging with sal bullah for super structure of bridge (Major & Minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer –in – charge.
81
-
225.11
Topographical survey work by total station (Rate approved by SE WC-III, I&Wdte.)
25
-
3846.08
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