Loading
Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
₹14.2 L
EMD Value
₹28,380
Closing Date
7 Feb 2020, 4:30 pmClosed
Er Parvez Malik
Executive Engineer PWD RandB Const Divn No I Jammu
Construction of Retaining Wall on Biaspur Parlah to Talad road (Length 300 Mtrs) Under Languishing Programme
2020_PWDJK_91691_2
Short e-NIT No CD-I/113 of 2019-20 Dated 31-1-2020
Open Tender
Civil Works
Item Rate
30 days
Biaspur Parlah Talad Jammu
Please refer to NIT/SBD
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
₹28,380
Yes
Jammu
15 Feb 2020
31 Jan 2020
8 Feb 2020
1 Feb 2020
7 Feb 2020
1 Feb 2020
5 Feb 2020
Amount
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers and rolling every third and top-most layer with power roller of minimun 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, guide banks etc. lead upto 50 mtr. and lift upto 1.5 mtr. in all kinds of soil.
Earthwork in all kinds of soil excavation by manual means in trenches for foundations, drains, pipes, cable etc. (not exceeding 1.5 in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5 Mtr including disposal of excavated earth upto 1 Mtr from cutting edge, disposed earth is to be levelled and neatly dressed.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all works upto plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded stone) aggregate 40mm nominal size crushed.
Providing and laying in position cement concrete of specified grade 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) excluding the cost of centering and shuttering. All work upto plinth level.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50Mt & lift upto 1.50M.
Providing and fixing PVC pipes for weep holes of superior and approved quality (Supreme make /prince) 110mm dia.
Centering and shuttering including strutting, propping etc. and removal of form work for :-
Foundations, footings, bases of columns.
Retaining walls, return walls, wall (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc.
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Stone agg. below 40mm size for an avg. lead of 32 Kms.
Sand for an avg. lead of 32 Kms.
Good earth for an avg. lead of 15 Kms.
karan Singh Contractor
GAGAN DEEP
AKASH GUPTA
Sunil Kumar
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .