Irrigation And CAD Department Tender
For getting the details of etenders, if you are looking for information about them from the cumbersome government websites but are tired of doing so, Bidassist comes up with a one stop solution. It collates every Eproc telangana tender on Bidassist. One can approach it for the bidding process, registration process, etc., are explained below.
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
483488Bid Award Id
ViewTender No
29/2023-24 Dt 03.10.2023 (2nd call)Tender Authority
Irrigation And CAD Department ViewPurchaser Address
-Website
http://https://irrigation.telangana.gov.in/icad/home
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Geo Technical Investigation;Differential free swell Index
12
502
6024
... More
Geo Technical Investigation;Specific Gravity
12
1150
13800
... More
Geo Technical Investigation;Field Density
12
614
7368
... More
Geo Technical Investigation;Permeability Test by static head method
9
1380
12420
... More
Geo Technical Investigation;Un-consolidated un-drained Triaxial test without pore pressure measurements
12
3240
38880
... More
Geo Technical Investigation;Un-consolidated un-drained Direct Shear Test without pore pressure measurements
12
25500
306000
... More
Geo Technical Investigation;Dry Density & OMC by Standard Proctor's Test
12
2120
25440
... More
Geo Technical Investigation;Drilling 80 mm dia hole through over-burden using casing shoe bit vertical or inclined upto 10 degrees to vertical as directed including cost of all materials, machinery, labour, water charges, reaming, collection of wash samples at suitable intervals, logging and lebelling,supplying honne wood core box, fixing casing pipes ( excluding cost of casing pipes ) etc.,For Embankment portion for all soils at ch 22.50
28.3
1635
46282
... More
Geo Technical Investigation;Drilling 47mm (BX) dia hole in Hard Rock using diamond core bit shoe) vertical /Inclined up to 10 degrees to vertical as directed including cost of all materials, machinery, labour, water charges,collection of core samples, logging lebelling, supply honne wood core box and redrilling in case of collapse of sides etc., complete for depth above 30 m from surface.in Composite dam portion both left and Right side of dam for Hard Rock
84.9
7894
670252
... More
Geo Technical Investigation;Drilling 47mm (BX) dia hole in Hard Rock using diamond core bit shoe) vertical /Inclined up to 10 degrees to vertical as directed including cost of all materials, machinery, labour, water charges,collection of core samples, logging lebelling, supply honne wood core box and redrilling in case of collapse of sides etc., complete for depth above 30 m from surface.in Composite dam portion both left and Right side of dam bore hole along the proposed alignment by DSPR (D/S of spillway at 100 m away)
137.2
7894
1083139
... More
Geo Technical Investigation;Laboratory Tests foundation rock( Samples collected from Bore Holes) in Rocks unconfined compressive strength
3
945
2835
... More
Geo Technical Investigation;static modulus of elastity
3
2540
7620
... More
Geo Technical Investigation;density
3
614
1842
... More
Geo Technical Investigation;Field Permeability Test at every 3 m intervel
56
1380
77280
... More
Geo Technical Investigation;Triaxial Shear Test on Rock Core Samples
3
11700
35100
... More
Geo Technical Investigation;Laboratory Tests dam body spillway and peirCutting 15 cm. dia Cores in stone masonry (Each) by non vibrating diomond drilling technicque/ double tube barrel/tripple tube barrel by rorary diamond technique
8
4710
37680
... More
Geo Technical Investigation;cement capping CC cores
8
567
4536
... More
Geo Technical Investigation;unconfined compressive strength
2
945
1890
... More
Geo Technical Investigation;static modulus of elastity
2
2540
5080
... More
Geo Technical Investigation;density of masonry
2
614
1228
... More
Geo Technical Investigation;in situ Permeability Test
7
1380
9660
... More
Geo Technical Investigation;reasearch officer
1
4450
4450
... More
Geo Technical Investigation;asst. reasearch officer
1
3810
3810
... More
Geo Technical Investigation;Reasearch Assistant
1
3300
3300
... More
Geo Technical Investigation;Observer
1
2750
2750
... More
Geo Technical Investigation;compilation of charges ( Stationary, typing and postage etc)
1
600
600
... More
Geo Technical Investigation;vediography or acoustic bore hole tele viewer
1
5000
5000
... More
Geo Technical Investigation;log boxes
6
7000
42000
... More
Geo Technical Investigation;filling of samples collected holes in rock and dam body with accofine cementitious grouts
29
25
725
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements