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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC | L1 | Accepted-AOC Lowest tenderer | |
| 2 | L2₹7.4 L+₹41,906.24 (5.99%)Rejected-Finance H NO 11 1 MATHRU NILAYA 7TH MAIN 3RD CROSS NEAR GAUTHAM COLLEGE OF PHARMACY BHUVANESWARINAGAR RT NAGAR BANGALORE 560 032 | BENGALURU URBAN | KARNATAKA | 560032 | L2 | Rejected-Finance Other than lowest tenderer | |
| 3 | L3₹7.8 L+₹76,075.02 (10.9%)Rejected-Finance NO 6 G 2 SS ENCLAVE 1ST MAIN 1ST CROSS INDIAN EXPRESS LAYOUT VIRUPAKSHAPURA VIDYARANYAPURA POST BANGALORE 560 097 | BENGALURU URBAN | KARNATAKA | 560097 | L3 | Rejected-Finance Other than lowest tenderer | |
| 4 | L4₹7.8 L+₹78,570.45 (11.2%)Rejected-Finance | L4 | Rejected-Finance Other than lowest tenderer | |
| 5 | L5₹8.0 L+₹97,064.93 (13.9%)Rejected-Finance 20 1ST A CROSS SAI NAGAR AREHLLI UTTARHALLI BANGALORE 560 061 | BENGALURU URBAN | KARNATAKA | 560061 | L5 | Rejected-Finance Other than lowest tenderer |
Tender Value
₹8.5 L
EMD Value
₹17,000
Closing Date
27 Dec 2019, 6:00 pmClosed
GARRISON ENGINEER (SOUTH) BANGALORE
GARRISON ENGINEER (SOUTH) BANGALORE NO 1, ULSOOR ROAD BANGALORE-560 042
AS PER BOQ AND TENDER DOCUMENT
2019_MES_302201_1
GE(S)/B/8359/E8
Open Tender
Civil Works
Item Rate
120 days
BANGALORE
AS PER TENDER DOCUMENT
6 documents required · 6 mandatory
₹500
GARRISON ENGINEER (SOUTH) BANGALORE
₹17,000
Yes
17 Apr 2020
29 Nov 2019
28 Dec 2019
29 Nov 2019
27 Dec 2019
14 Dec 2019
29 Nov 2019 - 4 Dec 2019
Amount
M&L for surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out soft/loose soil complete all as specified and directed.
Excavation in trenches not exceeding 1.5 mtr deep and 1.50 mtr wide and getting out in soft/ loose soil complete all as specified and directed.
M&L for PCC (1:4:8) type D-2 ( using 40mm graded stone aggregate) as in foundations, filling in mass concrete, etc complete all as specified and directed.
M&L for precast cement concrete 1:3:6, type C-1 (using 20 mm graded stone aggregate) as in solid block masonry, exc 10 cm in width and setting in cement mortar 1:6, all as specified and as directed.
M&L for rendering 15mm thick in cement mortar 1:4 on other than fair faces of brickwork or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.
M&L for rendering 15mm thick in cement mortar 1:6 on fair faces of brickwork or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.
M&L for hardcore of gauge n.exc 63mm broken stone or boulders deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for 75mm thick cement concrete 1:4:8 type D2 (40mm graded stone aggregate) as in sub base floors, well rammed and levelled complete all as specified and as directed.
M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
M&L for 60 mm thick machine pressed precast cement concrete interlocking paver block any shape and size comfirming to IS 15658-2006, M-35 grade with grey cement and no pigment complete all as specified and as directed.
M&L for providing cement concrete , (1:2:4) type B-0 (using 12.5mm graded stone aggregates) as in kerb stones, copings, kneelers, apex stones, bed plates, kerbs and the like including necessary form work and weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed.
M&L for precast cement concrete 1:2:4, Type B1, using 20mm graded stone aggregate set and pointed in cement mortar 1:4 as in kerb, with plain fair faces including chamfers, weatherings, throating or rounded on one side complete all as specified and directed.
Returning filling in including spreading, leveling, watering and well ramming in layers, each layer not exceeding 25 cm thick in soft/loose soil, complete all as specified and directed.
Removing excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above from the starting point complete all as specified and as directed.
M&L for surface dressing n exc 15 cm deep in soft/ loose soil complete all as specified and directed.
M&L for 20 mm thick screed bed or bedding layer in cement mortar 1:6 for laying floor finishes complete all as specified and directed.
M&L for 20 to 22 mm thick coloured glossy finished factory made designer tiles/pavers, set and jointed & pointed in neat cement slurry as in path/floor etc complete all as specified and directed . Note: The size, colour & combination of tiles as approved by GE.
Demolition of cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level), and removing debris outside MD land complete all as specified and as directed.
M&L for 100 mm thick cement concrete 1:4:8 type D-2 (40mm graded stone aggregate) as in sub base of floors complete all as specified and directed.
Excavation in post holes (for similar holes) in soft/loose soil, each n.exc 0.5 cum getting out, returning filling in and ramming earth or broken rubbed mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and directed.
M&L for PCC 1:2:4 type B2 using (40 mm graded stone aggregate) as in foundation, fillings and mass concrete complete all as specified and directed.
M&L for 75mm thick cement concrete 1:2:4 type B-1 (20mm graded stone aggregate) as in flooring, complete all as specified and as directed.
M&L for forming construction joint 30mm deep x 10mm wide, filled with sealing compound grade 'A' complete all as specified and directed.
M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of cement primer complete all as specified and as directed.
S&F structural steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed
S&F mild steel plates, channels, square cut or notched forming holes, without any attachment conforming to Fe 410-W Gde E-250 Quality A complete all as specified and directed.
M&L for preparing new or previously untreated surface of steel any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall,fixed with self tapping screws complete all as specified and directed.
S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall,fixed with self tapping screws complete all as specified and directed.
Dismantling of floor, hearth or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.
S&F joint free non skid ceramic tiles 7 to 8 mm thick area of each tiles exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over and including 15 mm thick screed bed or bedding layer in cement mortar 1:6 for laying floor finishes, complete all as specified and as directed.
S&F joint free non skid ceramic tiles 7 to 8 mm thick area of each tiles exceeding 0.18 sqm but not exceeding 0.38 sqm, in vertical surfaces, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over and including 10mm thick rendering in cement mortar (1:4) on brick work or concrete surfaces, complete all as specified and as directed. Note : The width of tiles 100 mm to be cut from full size of tiles as directed by Engineer-in-charge.
S&F wall Mixer chromium plated fancy type including three joints to steel pipe or union for 15mm bore pipe, complete all as specified and directed.
S&F health faucet with 1.5m flexible chromium plated tube and hook fixed to angle valve complete all as specified and directed.
S&F two way bib cock double handle with flange, fancy type, cast copper alloy chromium plated 15mm bore screwed down, screwed for iron pipe or for brass ferrule complete all as specified.
S SUDHAKAR
VIKAS CONSTRUCTIONS
Srisrinivasaenterprises
K. VENKATESH NAIDU
S L R Construction
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