Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹18 L
EMD Value
₹18,000
Closing Date
18 May 2023, 3:00 pmClosed
Block Devolepment Officer
Andipatti
construction of 30000 lr capacity service reservoir 12.00 m staging height at sundrarajapuram in rajadhani panchayat
2023_RDTN_314091_1
JJM 20-21 - sundrarajapuram-OHT
Open Tender
Civil Works - Others
Item Rate
120 days
Andipatti
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹18,000
Yes
11 Jul 2023
12 May 2023
18 May 2023
12 May 2023
18 May 2023
12 May 2023
Amount
Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart
First depth of 2m
2 nd Depth
Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers.
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers.
RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Department
For footing below G.L. ( 1,50 to 4,50 below GL )
For Column and Brace upto G.L ( 0 to1,50 below GL )
For column and brace I 0 to 4.5m from GL
For column and brace II 4.5m to 7.32m from GL
For column and brace III 7.32 to 10.98m from GL
For column beam floor slab side wall from 10.98m to 14.64 m from GL
For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding
PLANE SURFACES
Below GL
For Brace I GL 0 to 3.30 M
For Brace II 5.3. to 6.30 m
For Brace III 8.3. to 9.30 m
from 11.30 m to 12.30 m
SQUARE COLUMN
For column GL 0 to 3.30M
For column ( 3.31m to 4.30m ).
For column ( 4.31m to 5.30m).
For Column (5.31m to 6.30m )
For Column (6.31m to 7.30m )
For Column (7.31m to 8.30m )
For Column (8.31m to 9.30m )
For Column (9.31m to 10.30m )
For Column (10.31m to 11.30m )
For Column (11.31m to 11.40m )
CURVED SURFACE
For Side Wall, & Floor slab sides and Haunch 0 to 3.30 M
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by Deparment officers.
Painting two coats with approved Emulsion paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by Deparment officers
Providing MS Ladder & Hand rails arrangements in 60,000 Lits. Capacity OHT With 12.00m Staging Height.
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cur
Providing 110mm AC vent cowl arrangements mosquito proof nylon net and as directed by TWAD board officers
Providing cut stone slab in cm 1:3 of size 0.3 m x 0.3 m x0.15 m and as directed by TWAD board officers
Providing manhole cover of size 0.60 x 0.60 m in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD board officers
inlet and overflow
80 dia GI pipe
80 dia GI Elbow
80 dia GI Flange set
80 dia GI coupling
90 PVC Threade coupler
80 mm dia GI pipes
90 mm dia Pvc threaded coupler
80 mm dia GI Tee
80 mm dia GI Elbow
80 mm dia GM Gate valve
80 mm dia GI Flangeset
80 mm dia GI Coupling
80 mm dia GI Dummy
90 mm PVC 4ksc pipe
Refilling of the foundation with execavated soil in layers of thick including ramming watering etc., complete as directed by the Department officers
Labour charges for fixing of G.I. Pipes & Specials for OHT pipe connections as directed by the Deparment Officers,
Providing hand rails over the roof slab by using 32 mm GI pipe with 40mm x 6 mm MS flate and fixed with 12 mm dia fastner bolt 75 mm long and as directed by TWAD board officers
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
m karthick
stage.html
html • 0.03 MB
tech_eval.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 .