Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Excavation
Eprocure
Opening Date9 Sep 2022
Closing Date21 Sep 2022
Tender Amount₹ 2,63,102
Costs
EMD
₹ 5,262Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_WBPWD_404396_1Bid Award Id
ViewTender No
WBPWD/NIT-03/AE/TAMLUKS UBDIVN/2022-2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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Remoulded.
9
-
920
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Collection of Undisturbed Samples by core cutter method0.
0m - 10.0m
9
-
230
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Depth 20 m. to 30 m.
9
-
570
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Add 1% extra in respect of Labour Welfare Cess on items no. 1 to 22 on Rs. 7574811.00
260497
-
1
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Depth 20 m. to 30 m.
30
-
470
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Laboratory Investigation
Performing laboratory tests on disturbed / undisturbed soil samples as per standard procedure including tabulation of test results in prescribed proforma as per direction of Engineer- in- Charge.
Detailed investigation on undisturbed sample
Liquid Limit
15
-
350
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Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
16
-
690
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Depth 30 m. to 40 m.
9
-
570
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Add 12% extra in respect of GST on all items, on Rs. 6763224.00
220760
-
18
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Depth 10 m. to 20m.
9
-
460
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Field Investigation: Collection of Samples from the bore hole made as per B-a Disturbed
9
-
120
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Grain size analysis by Sieving as per IS 2720 (Part – IV).
16
-
530
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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)
21
-
920
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Carriage of all disturbed and undisturbed samples from site of work to the Divisional office or else where including loading and unloading as per direction of Engineer-in Charge. Detailed Investigation
1
-
1600
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Depth 30 m. to 40 m.
30
-
550
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Determination of Specific Gravity as per IS 2720 (Part – III)
16
-
460
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Depth 20 m. to 30 m.
9
-
460
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Labour for making boreholes 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 soil etc. except rock (for the purpose of collecting disturbed and undisturbed soil samples, conducting Standard Penetration Tests at suitable intervals etc.) including preparation and submission of bore log as per standard proforma and also including hire charges of tools and plants complete as per direction of Engineer- in Charge.
(Payment will be made on the length driven into the ground )
When casing pipe is used to prevent collapse of bore-hole . Depth 0 m. to 10m
30
-
340
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Depth 10 m. to 20m.
30
-
400
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Mobilisation charges of all tools and plants along with accessories, materials, labour, supervision etc. at site of work required in connection with boring and testing work including setting up boring rig and shifting to different borehole points etc. and also including withdrawal of the same from the site after completion of work complete as per direction of Engineer-in Charge. Detailed Investigation
1
-
25000
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Direct Shear Test as per IS 2720 (Part – XIII).
9
-
570
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Determination of Water Content as per IS 2720 (Part – II)
16
-
140
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Plastic Limit
15
-
350
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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).
3
-
1150
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Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131. 0m - 10.0m
9
-
350
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Depth 10 m. to 20m.
9
-
350
... More
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).
3
-
1380
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