Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAccepted-AOC 601 6TH FLOOR MANGOOR VALLEY NEAR GURUDWARA MANGOOR HILLL VASCO DA GAMA GOA 403 802 | SOUTH GOA | GOA | 403802 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹18.4 L+₹39,425 (2.19%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹18.5 L+₹48,365 (2.69%)Rejected-AOC FLAT NO 4 VIRGINIA CO OP HOUSING SOCIETY AIR PORT ROAD CHICALIM VASCO DA GAMA GOA 403 711 | SOUTH GOA | GOA | 403711 | L3 | Rejected-AOC Rejected | |
| 4 | L4₹18.8 L+₹75,525 (4.20%)Rejected-AOC SALGAONKAR HOUSE DRIVERS HILL VASCO DA GAMA GOA 403802 | SOUTH GOA | GOA | 403802 | L4 | Rejected-AOC Rejected | |
| 5 | L5₹20.6 L+₹2.6 L (14.2%)Rejected-AOC | L5 | Rejected-AOC Rejected |
Tender Value
₹24.1 L
EMD Value
₹48,260
Closing Date
12 Oct 2021, 5:00 pmClosed
GE GOMANTAK VASCO
GE GOMANTAK VASCO DA GAMA PIN 403802
Special Repair to Fire Static Tank P-38 and Hard Standing Infront of Bldg No T 99 Welding Bay at NTRW and Provision of Parking Shed for Four and Two Wheelers infront of COMNETCEN Goa under GE Gomantak
2021_MES_475714_1
8319/E8
Open Tender
Support/Maintenance Service
Item Rate
180 days
VASCO DA GAMA
Refer tender documents
8 documents required · 8 mandatory
₹500
Yes
GE GOMANTAK
₹48,260
Yes
1 Nov 2021
16 Sept 2021
13 Oct 2021
16 Sept 2021
12 Oct 2021
30 Sept 2021
Amount
Excavation in post holes each not exceeding 0.5 cum getting out returning filling in & ramming earth or broken rubble mixed with earth around in layers not exc, 25cm in soft disintegrated rock.
M & L cement concrete type C1, 1:3:6 (using 20 mm graded aggregate) as in post hole and coping incl necessary form work all as specified and as directed.
Excavation over areas n exc 1.5 m deep and getting out in soft/disintegrated rock for foundation. all as specified and directed by Engr in charge.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out from Hard dense soil
M & L cement concrete in foundation filling and mass concrete type D2, 1:4:8 (using 40 mm graded aggregate)
Demolition of cement concrete (Unreinforced) concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level)
M & L of hard core of gauge exc 63 mm but n exc 100mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface.
Material & Labour for 100 mm thick PCC type C-2, 1:3:6 (using 40 mm graded aggregate), as in sub base of floor. all as specified and directed by Engr in charge.
M&L 50mm thick sand filling under floors or in foundations including watering and consolidation.
M&L Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment all as specified and directed by Engr in charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for
S & F Mild steel works in roof trussed framed, trussed, purlins, crane gantries, rails and fastenings and heavy brackets framing (Beam, tee, angles, channel or flat sections) including distance pieces, cleats etc. (Fe- 410-W (Gde E-250 quality A)
M&L for preparation of new steel surfaces and apply two coat of Anti corrossive paint over a coat of anti corrosive primer with complete removal of existing treatment all as specified and directed.
S & F pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covring cladding to wall fixed with self tapping screws as specified .
Demolition of brick work or stone/boulder masonry built in cement mortar, complete all as specified.
M & L pre cast cement concrete block masonry with solid block exc 10CM in width and setting in CM (1:6), type C1 1:3:6 (20mm graded aggregate) all as specified and directed by Engr-in-Charge
Taking down cement plaster on brick or stone wall etc including raking out joints, hacking for key scrubbing down with water etc complete all as specified and as directed by Engineer-in-Charge. Note : Debris shall be removed outside MD land
Material & Labour for rendering in CM 1 : 4 (10+5)=15mm thickness on brick/cement/stone surfaces and finishes the surface even and smooth with out using extra cement including mixing with liquid WPC on top 5mm thick only Note :- Water proofing compound will be paid separately
Material & Labour two coats of acrylic emulsion extenior paint (anti fungal painting-APEX or Equivalent) over a coat of acrylic amulsion primer including preparation of new concrete surface of any description all as specified and directed by Engr-in-Charge.
Supply only integral liquid water proofing compound of approved make (ISI marked) for addition in cement mortar/concrete
M & L for 15 mm thick rendering brick/stone/concrete surfaces in cement mortar 1:6 and finishes the surfaces even and smooth without using extra cement.
M & L for 10 mm thick rendering brick/stone/concrete surfaces in cement mortar 1:6 and finishes the surfaces even and smooth without using extra cement.
M & L two coats of cement based paint over a coat of alkali resistant primer including preparation of new plastered surfaes.
Material and labour for preparation of new concrete surfaces of any description not otherwise described over 10 cm width and girth and applying two coat of synthetic enamel paint of any tint over a coat of priming paint plaster coat complete all as directed by Engr-in-Charge.
Material & Labour for providing two coats of oil-bound distemper over a coat of alkali-resistand primer on new plastered surfaces including necessary preparation to surfaces complete all as specified and as directed
Material & Labour for providing one coats of oil-bound distemper over a coat of alkali-resistand primer on old plastered surfaces including necessary preparation to surfaces complete all as specified and as directed
Material & Labour PCC type B1, 1:2:4 (using 20 mm gradee aggregate) for coping all as specified and directed.
Removing excavated rock/soil exc 50m but not exc 250m and depositing where directed at a level n exc 1.5 m above the starting point.
M/s Abhay Enterprises
M/S jvsr constructions
Tara Construction
SHIVRAJ CONSTRUCTIONS
M/s Gayatri Contruction Co.
AATREYA CONSTRUCTION
M/S P S BABU
M/s RAJ CONSTRUCTION
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 .