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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹25.6 LAccepted-AOC | 1st | Accepted-AOC The lowest bidder M/s Dadisa Construction being accepted. | |
| 2 | 2nd₹25.9 L+₹24,232.16 (0.95%)Rejected-Finance | 2nd | Rejected-Finance L2 | |
| 3 | 3rd₹26.0 L+₹41,917.99 (1.64%)Rejected-Finance | 3rd | Rejected-Finance L3 | |
| 4 | 4th₹26.4 L+₹81,032.06 (3.16%)Rejected-Finance SHOP NO 2 JANKI PLAZA BHAGWAN MAHAVIR PATH KOPARGAON AHMEDNAGAR MAHARASHTRA 423 601 | KOPARGAON | AHMEDNAGAR | MAHARASHTRA | 423601 | 4th | Rejected-Finance L4 | |
| 5 | 5th₹26.5 L+₹86,960.66 (3.39%)Rejected-Finance 148 SANGHI STREET MHOW MP 453441 | MHOW | INDORE | MP | 453441 | 5th | Rejected-Finance L5 |
Tender Value
₹25.7 L
EMD Value
₹51,460
Closing Date
30 Jun 2023, 6:00 pmClosed
GE AWC MHOW
GE(AWC) Mhow
PROVN OF 01 x PM SHED WITH GALVANIZED CORRUGATED SHEET AT 51 (I) SUP PL ASC MHOW AND ADDN / ALTN TO PATHWAY / APPROACH PATH WITH INTERLOKING TILES AT BLDG NO FB-03 AND FB-04 AT DEMO BTY UNDER GE (AWC) MHOW
2023_MES_599877_1
8678 GE(AWC) /MHOW / OF 2023-24
Open Tender
Civil Works
Item Rate
180 days
GE AWC MHOW
All as per NIT and Tender Documents
7 documents required · 7 mandatory
₹500
Yes
GE AWC MHOW
₹51,460
Yes
5 Aug 2023
31 May 2023
1 Jul 2023
31 May 2023
30 Jun 2023
14 Jun 2023
Amount
M&L modular brick work with fly ash Bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and as directed.
S&F Mild steel bolts.purpose made.with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut, complete all as specified and as directed.
S&F Plates (plain or chequered) channels , square or beams cut or notched (ordinary and counter sunk) forming holes, without any attachments or with rivited, bolted ot welded attachments, etc confirming to Fe 410-W(Gde-E-250)quality-A complete all as specified and directed. Note - The rates quoted shall deemed to be include cutting to require size and welding or boulting to Beam , post, rafter shall be extended at site, rate included in this item.
M & L 15 mm thick rendering in cement mortar 1:4 on brick work or concrete surface on wall or ceiling as in fins fascias, chajja louveres, parapets and railing exc 60 cm in hight newels , balustrade with chiken wire weish in two layer of plaster in both and finished even and smooth without using extra cement complete all as specified and directed.
M&L Two coats of exterior emulsion paint ( Apex ultima or weather coat) including 1 mm thick putty with primer , white or tinted on old/New surfaces of walls including prepration of old/New surfaces and washing floors, cleaning glass, joinery,electrical fittings, wiring etc, of drops and splashes complete all as specified.
S&F steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to I . S 1161-1979 GDE ST 240 complete all as specified and as directed. Note : (i) Welding allowed is only shop welding for truss, column etc approved by GE (AWC) only small article welding is allowed on site. Fabrication drawings shall be prepared by the contractor and will be approved by GE. 1. Arman steelcon pvt ltd Address : 115 AB Road 18 ONAM PLAZA INDORE 2. Munna fabrication indore Address : 73 NC keshav nagar dhar rd sirpur Indore. 3. Shivam steel fabrication & developer Address : 194 slice -2 sector B-6 rd part II vijay nagar Indore (ii) Quoted rate include all provisions mentioned in this item.
S & F Framed work as in doors or gates of angle or other section with gusset plates, rails,braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (incl steel sheeting or other covering, also fastening and fixing complete all as specified and as directed.
M & L applying two coats of synthetic enamel paint on new steel surfaces of any description over 10 cm width or girth over a coat of red oxide primer including preparation of steel surfaces complete all as specified and as directed.
S & F Pre-painted galvalum aluminium zinc coating steel based corrugated steel sheet 0.50mm thick (total coated thickness) of any colour having tensile strength of 550 Mpa minimum, yeild strength, it shall be coated with hot dip alloy of 55% aluminimum, 43.5% zinc,1.5% Silicon and finished with resin coat on both surface @ 150 gm/ sqm of coating as specified and shall be fixed with hot dip galvanised, self drilling and self tapping screws neoprened and EDPM washers as in roof coveringall as directed at site all as specified and dircted.
S&F pre painted galvalume aluminium zinc coating steel based plain steel sheet 0.50 mm thick of any colour having rensile strength of 550 Mpa as in roof/covering/cladding to wall, fixed with self tapping screws all as specified and as directed at site complete all as specified and as directed.
Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as specified and directed.
Excavation over areas in any type of soil nexc 1.5m deep and getting out complete all as specified and as directed.
Excavating in trenchs n exc, 1.5 m wide and n exc 1.5m in depth for foundation etc or for shafts wells cesspits, manholes pier holes, laying of cables, , pipe etc n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and as directed.
Description same as per Item No 13.00 but exc 1.5 m but nexc 3.0 m depth complete all as specified and as directed.
Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and as directed.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and as directed.
Material and labour RCC M-25 design mix in foundation footing, plinth beam, bases for column and pedestal using 20mm graded curshed aggregate complete all as specified and directed.
Material and labour RCC M-25 design mix in column, pillars, piers, post etc using 20mm graded curshed aggregate complete all as specified and directed.
Use and waste of formwork to sides of concrete foundations footings bases of columns raft and raft beams sides and sofits (if any) of foundation and plinth beams, and similar work vertical or to batter fair finished sufraces of concrete complete all as specified and as directed.
Use and waste of formwork to sides of pillars posts, struts, piers, columns and stanchions fair finished surfaces of concrete Square rectangular or polygonal complete all as specified and as directed.
M&L Mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for columns hooking ends and bindingwith and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality complete all as specified and as directed.
Description same as per Item No 21.00 but 6mm to 8mm dia and over upto and including 10mm dia in stirrups spacers amd binders quality confirming to TMT bar complete all as specified and as directed.
Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.
Hardcore of broken brick guage exc 63mm but n exc. 100 mm, deposited,spr ead and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed.
M&L for PCC (1:4:8) type D-2 with using 40mm graded stone aggregate as in foundation, filling and mass conc etc complete as specified and as directed.
M & L machine pressed precast concrete 60 mm thick glossy interlocking paver block M-35 Grade to IS 15658-2006, with grey cement and no pigment laid over and including 25 mm thick dry sand cushioning, filling of joints with sand colour and shape approved by GE, complete all as specified and directed.
M&L for PCC (1:3:6) type C-1 with using 20mm graded stone aggregate as in bed blocks, coping, for fixing holdfast/lugs,filling hollow space of pressed steel door frame etc including necessary form work all complete as specified and as directed.
M&L for 75 mm thick PCC 1:3:6 type C-2 (using 20 mm graded stone aggregate) as in plinth protection, surface finished even and smooth without using extra cement, laid in panels n exc 3 mtr long and joints shall be filled with the mixture of bitumen and sand in (1:3) by weight, complete all as specified and directed.
Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.
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sunway associates
M/S Ashish Construction
Vinayak Trading House
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