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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.4 LAccepted-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | L1 | Accepted-Finance L1 | |
| 2 | L2₹32.7 L+₹2.3 L (7.63%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-Work done below 30 % | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-D Class contractor is eligible so C and D can bid for this tender. Bidder is B class contractor hence rejected. |
Tender Value
Refer Docs
EMD Value
₹83,200
Closing Date
21 Feb 2022, 5:00 pmClosed
DFO Una
O/o DFO Una
C/o RWHS across Samshan Ghat wala Nala in village Tiaser GP Lathiani in Tehsil Bangana Distt Una
2022_FD_56830_1
12
Open Tender
Civil Works
Item Rate
45 days
Tiaser, Lathiani
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
DFO Una
₹83,200
Yes
22 Feb 2022
15 Feb 2022
22 Feb 2022
15 Feb 2022
21 Feb 2022
15 Feb 2022
15 Feb 2022 - 21 Feb 2022
Amount
Excavation in foundation & trenches etc. in earth work in all kinds of soil within all leads and lifts as per entire satisfaction of engineer in charge .
Providing and Laying cement concrete 1:3:6 ( stone aggregate 20mm nominal size finisihing with curing complete excluding the cost of Form work).
Providing and Laying cement concrete 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete the cost of form above foundation.
Providing and Laying cement concrete M-30 not less 1:1:5:3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete the cost of form above foundation
Providing the form work of ordinary timber planking/ steel plates so as to give rough finish including centering, suttering, strutting and propping etc. i) Vertical surface
Providing, laying and jointing of GMSERW 300 MM pipe as per the direction of Engineering-in-charge.
Providing and Fixing of c.i sluice valve as per the Direction of Engineering-in-charge.
Wire crates made of G.I.wire filled with boulders with sqaure cut faces against the wire ( Boulders filling to be measured & paid separately ) GI Wire 5.0 mm thk corresponding to (SWG-6) of 15x 15 cm mesh in apron and slope pitching
Providing and Laying Stone filling in layers in apron and side slopes of giude banks and protection works with boulders squers square cut faces against the wire ( Wire creates to be measured and paid seprately )
Providing MS/Tor steel reinforcement for RCC work i/c bending, binding and placing in position complete upto floor two level.
Excavation in foundation & trenches etc. in earth work in all kinds of soil within all leads and lifts as per entire satisfaction of engineer in charge .
Providing and Laying cement concrete 1:3:6 ( stone aggregate 20mm nominal size finisihing with curing complete excluding the cost of Form work).
Providing and Laying cement concrete 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete the cost of form above foundation.
Providing and Laying cement concrete M-30 not less 1:1:5:3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete the cost of form above foundation
Providing the form work of ordinary timber planking/ steel plates so as to give rough finish including centering, suttering, strutting and propping etc. i) Vertical surface
Providing, laying and jointing of GMSERW 300 MM pipe as per the direction of Engineering-in-charge.
Providing and Fixing of c.i sluice valve as per the Direction of Engineering-in-charge.
Wire crates made of G.I.wire filled with boulders with sqaure cut faces against the wire ( Boulders filling to be measured & paid separately ) GI Wire 5.0 mm thk corresponding to (SWG-6) of 15x 15 cm mesh in apron and slope pitching
Providing and Laying Stone filling in layers in apron and side slopes of giude banks and protection works with boulders squers square cut faces against the wire ( Wire creates to be measured and paid seprately )
Providing MS/Tor steel reinforcement for RCC work i/c bending, binding and placing in position complete upto floor two level.
Excavation in foundation & trenches etc. in earthleift upto 1.50 mts .Stacking the excavated soil not more than 3 mts clear from the edge of the excavation & then returning the stacked soil in 15 cms. layers when consolidation each deposited layers by ramming & watering &then disposing of all surpluse excavated earth as dierected within all leads charge .
Providing and Laying cement concrete 1:3:6 ( stone aggregate 20mm nominal size finisihing with curing complete excluding the cost of Form work).
Providing and Laying cement concrete 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete the cost.
Providing and Laying cement concrete M-30 not less 1:1:5:3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form in foundationin flinth in all repect within all leads & lifts . 0.30 mtr. Thick.RCC Band round the structure in M-30.
Providing from work with steel plates 3.15 mm thik welded with angle iron in frame 30*30*35 mm so as to give a fair finish including centring ,shuttering ,struting and propping etc.with wooden battens & ballies,ht.of propping and centring below exceeding 4.00 mtr.and removal of the same for insitu-reinforced conc.&plain concrete work in:-
vertical surface such as well (any thick) partitions & the like i/c attached pillasters buttresses ,plinth and string courses and the like
P/L GI Pipe 300 mm dia scower pipe
P/F Sluice valves of 300 mm dia of approved quality.
Providing Tor steel reinforcement for RCC work i/c bending, binding and placing complete upto floor two level.
Excavation in foundation & trenches etc. in earthleift upto 1.50 mts .Stacking the excavated soil not more than 3 mts clear from the edge of the excavation & then returning the stacked soil in 15 cms. layers when consolidation each deposited layers by ramming & watering &then disposing of all surpluse excavated earth as dierected within all leads charge .
Providing and Laying cement concrete 1:3:6 (1 cement: 3 sand : 6 graded stone aggregate 40mm nominal size) excluding the cost of centring and Shuttering in foundation and plinth.
Providing and Laying cement concrete 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete the cost .
Providing and Laying cement concrete M-30 not less 1:1:5:3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form in foundationin flinth in all repect within all leads & lifts .0.30 mtr. Thick.RCC Band round the structure in M-30.
Providing from work with steel plates 3.15 mm thik welded with angle iron in frame 30*30*35 mm so as to give a fair finish including centring ,shuttering ,struting and propping etc.with wooden battens & ballies,ht.of propping and centring below exceeding 4.00 mtr.and removal of the same for insitu-reinforced conc.&plain concrete work in:-
(I Vertical surfaces such as wall (any thick) partitions & the like i/c attached pillasters, buttresses, plinth and string courses and the like.
P/L GI Pipe 300 mm dia scower pipe
P/F Sluice valves of 300 mm dia of approved quality.
Providing Tor steel reinforcement for RCC work i/c bending, binding and placing complete upto floor two level.
Mohammed Javed
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