Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Metal Fabrication
Eprocure
Opening Date28 Sep 2021
Closing Date8 Oct 2021
Tender Amount₹ 2,50,855
Costs
EMD
₹ 13,312Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2021_SH_345867_1Bid Award Id
ViewTender No
EE/UDHD/WB/PWRD/NIT_13 OF 2021_22Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Depth greater than 20 mtr and up to 30 mtr
80
-
470
Depth greater than 30 mtr and up to 40 mtr
40
-
550
Labour for making Bore hole of 150 mm to 250 mm dia, by any kind of standared method to any depth below ground level / bed level in all kinds of soil like clay,silt,sand, stiff clay mixed with soil etc. Except rock (for the purpose collecting of disturb and undisturb soil samples, conducting standard penetration test at suitable intervals etc. including hire charges of tools and plants as per direction of E. I. C.
c) Extra for boring in water ( with depth of water up to 3.0 m)
8
-
10670
( B ) Field Investigation:
iii) Collection of Samples from the bore hole made as per B-a Undisturb
16
-
350
Disturb
16
-
120
Standard penetration Tests (S.P.T.) by Split Spoon
Depth 0 mtr to 10 mtr
64
-
350
Depth 10 mtr to 20 mtr
64
-
460
Depth 20 mtr to 30 mtr
64
-
570
Depth 30 mtr to 35 mtr
32
-
570
(A) Laboratory Investigation
Liquid limit as per IS 2720 (Part - V)
16
-
350
Plastic limit as per IS 2720 (Part -V)
16
-
350
Grain size Analysis by sieving as per IS 2720 (Part -IV)
24
-
530
Grain size analysis by Hydrometre method as per IS 2720 (Part-IV & V)
24
-
690
Determination of water content as per IS 2720 ( Part -II)
24
-
140
Determination os Specific Gravity as per IS 2720 ( Part -III)
24
-
460
Direct shear test as per IS 2720 (Part -XIII)
24
-
570
Determination of Unconfind Compression strength as per IS 2720 ( Part -X) on undisturbed soil
24
-
690
Determination of Shrinkage Factor as per IS 2720 (Part – VI).
24
-
510
Determination of consolidation properties as per IS 2720 ( Part - XIV)
24
-
920
Determination of Free Swell Index of Soil as per IS 2720 (Part– VIII).
24
-
460
Load Tests of Soils (Loading arrangement shallbe done by the client) as per IS 1888.(a) For evaluation of Bearing Capacity & settlement
8
-
5670
Tri Axial Shear Test
Determination of shear strength parameters of a specimen tested in unconsolidated undrained tri axial compression with out measurement of pore water pressure as per IS 2720 ( Part - XI)
16
-
920
Determination of shear strength parameter of a specimen tested in consolidated Undrained Tri Axial Compression Test with measurement of pore water pressure as per IS 2720 ( Part- XII)
16
-
1150
Determination of Shear strength Parameters of a soil from Consolidated Drained Test as per IS 2720 (Part – X).
16
-
1380
Carriage of all Disturb & Undisturb samples from site of work to the Divisional office or elsewhere including loading and unloading as per direction of Engineer-In-Charge.
Detailed Investigation
1
-
1600
Preparation and submission of report in 6 (Six) copies , giving all relevent information 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 settlement in bound and presentable form complete as per direction of Engineer-In-Charge.
b) Detailed Investigation
6 Copy
1
-
12500
Add GST @ 12%
588380
-
12
Add Labour Welfare Cess @ 1%
658985.6
-
1
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