Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.5 LAdmitted-Finance | +0.00% | ₹10.5 L | L1 | Admitted-Finance |
| 2 | L2₹10.6 L+₹10,534.40 (1.00%)Admitted-Finance | +1.00% | ₹10.6 L+₹10,534.40 (1.00%) | L2 | Admitted-Finance |
| 3 | Not Admitted-PreQual/Technical | - | - | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
Tender Value
₹12.4 L
EMD Value
₹12,500
Closing Date
31 Jul 2026, 11:00 amClosed
MS GTBH
MS GTBH
Work of wellhead tripod assembly replacement at GTBH
2026_MCGM_1321536_1
CMS/3320/Dt.30.06.2026
Open Tender
Electrical and Maintenance Works
Percentage
GTB Hospitals, Sewree
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,712
₹12,500
11 Aug 2026
25 Jul 2026
3 Aug 2026
25 Jul 2026
31 Jul 2026
25 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | R3-CS-SS-01: Providing, detailing, fabricating and fixing at desired location using hot rolled sections and MS Plates of grade Fe 250 as per
specifications and approved fabrication rawings (which are tobe prepared by Contractor and got approved from Engineer),transporting to site and erecting structural steel members for all
heights & at all levels including provision of necessary erection bolts, fixing bolts, nuts, washers, cleats, stiffeners, gussets,base plate, and all necessary fixtures and operations like
preheating as per specifications, straightening, bending, cutting,drilling, grinding, machining if specified, welding, grinding and removing the welding burr and preparing surface for painting
with wire brush cleaning and applying two coats of epoxy red oxide zinc phosphate primer of 30 microns each and two coats of Epoxy Corrosion Resistant Enamel paint of 30 microns after fabrication including touching up with spray painting after erection etc complete as directed by Engineer In Charge. (The qty. for this item shall be measured for gusset plates, base
plates, bolts in M.T.)
the periphery of the existing building conforming to IS-
6313 (part III) by excavating trenches of 20cm width
and exposing the sides of the columns, plinth beams
and wall upto a depth of 300mm, rodding for the holes
of 300mm deep and at 150m c/c in the trenches,
treating with chloropyrifos EC 20 Emulsion or
equivalent of 1% concentration by weight at the total
rate of 2.25 Litters per meter including backfilling the
trenches etc. complete as directed by Engineer-in-
Charge covering 2 years guaranty | - | MT | - | - |
| 2R3-CS-SL-14-a: Providing, fabricating and fixing M.S. grill work as per approved design and as per weight specified below to fencing / compound mades out of square / round bars, M.S. flats, angles, with necessary holdfast including painting with one coat of red oxide zinc chromate primer and two coats of approved synthetic enamel paint etc. complete as directed by Engineer In Charge. Mild steel grill of weight 10 to 15 Kg/sq. | |||||
| 3R3-CS-SL-10: Providing and fixing fly proof galvanised M.S. wire mesh to windows having average width of aperture as 1.4 mm in both Directions & dia. Of wire as 0.63 mm including 2nd class teak wood beading of size 62X19 mm etc. complete as directed by Engineer In Charge | |||||
| 4R3-CS-RW-19:Supplying and Fixing 150 mm internal dia. 5.0 mm thk. (weight approx.18.66 Kg./Rm.) centrifugally cast C. I. pipes Confirming to IS 3989. Supplying and Fixing 150 mm internal dia. 5.0 mm thk. (weight approx.18.66 Kg./Rm.) centrifugally cast C. I. pipes Confirming to IS 3989. | |||||
| 5R3-CS-PL-16-C: Providing and applying 20 mm thick external sand faced cement plaster with neat cement rendering upto 10m from ground level and at all locations in cement mortar proportion specified below in two coats for masonry (except stone masonry) and concrete surfaces including providing water proofing compound to the first coat of plaster as per manufacturers specification, racking out joints, hacking of concrete surface, finishing, curing, scaffolding etc complete as directed By Engineer In Charge. Min. time lag between two coats shall be 24 hours.(as per IS 2402 of 1963.). In cement mortar 1:3 | |||||
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
Tendernotice_1.pdf
PDF • 0.25 MB
SBDtrripod.pdf
Tender Documents • 1.84 MB
BOQ_2264217.xls
BOQ • 0.33 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 .