Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance VILLAGE CHABBADI P O GUMMA TEHSIL DISTT SHIMLA HP | SHIMLA | SHIMLA | HIMACHAL PRADESH | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
Tender Value
₹8.2 L
EMD Value
₹16,350
Closing Date
25 Mar 2023, 11:00 amClosed
AGM WSD SJPNL
AGM WSD SJPNL US CLUB SHIMLA 171001
Restoration of rain Damage to LWSS Gumma from Shimla SH Construction of crate work Katcha Badh removal of debris from channel RR maronry wall boundary brick wall at welding work etc New head weir of Gumma Pumping station
2023_MC_70858_1
960 dated 15/03/2023
Open Tender
Civil Works
Item Rate
90 days
Shimla
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
Yes
GM MC
₹16,350
19 Apr 2023
15 Mar 2023
25 Mar 2023
15 Mar 2023
25 Mar 2023
15 Mar 2023
15 Mar 2023 - 24 Mar 2023
Amount
Excavation in foundation, trenches etc., in earth work in all type of soil such as pick work, jumper work, blasting work Kankar, moorum shingles including decomposed soft and hard rock i/c cutting of top of metelled road etc., upto all heights stacking the excavated earth not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15cm. layers, when required into plinth and sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth up to all leads and lifts etc., complete in all respect.
Wire crates GI wire filled with boulders with square cut faces against the wire (Wire crates to be measured and paid separately)Complete in all respect and as per the direction of Engineer-in-charge.
Wire cates made of G I wire filled with boulder with square cut faces against the wire (Boulders filling to be measures and paid for separataley ) G.I Wire 5mm thick corrsponding to SWG -8,15CMx15CM mesh size.
Construction of dry rubble massonry for retaining walls , breast walls , revetment walls and parapets etc. For Sub - Structure and supper structure complete as per drawing and technical specification clauses 704.6 & 1302.5 excluding cost of form work in :
R/R stone massonry / plyonal rubble massonry (uncoursed/ brought to courses ) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement :6 sand :12 graded stone aggregate 20 mm nominal size ) at plinth level in cement mortar 1:6(1Cement:6 sand)
Half brick masonry in common burnt clay building brick in : cement mortar 1:4(1 cement 4 sand ) fist class brick in superstructure
Brick work using common burnt clay building brick in foundation and plinth in cement mortar 1:6( 1 Cement : 6 sand ) First class brick.
15 mm cement plaster in single coat on the rough side of brick /concrete /stone walls for interior plastering up to floor to level i/C arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth in cm 1.6 (1Cement :6 6sand )
uttam chand kashyap
naria ram
kirpa ram
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 • 0.04 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 .