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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 LAccepted-AOC NO 6 A ANNASANDRAPALYA NEAR BIG MASJID BUILDING HAL VIMANAPURA POST BANGALORE 560017 | BENGALURU URBAN | KARNATAKA | 560017 | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹25.8 L+₹5.3 L (26.1%)Rejected-AOC NO 6 G 2 SS ENCLAVE 1ST MAIN 1ST CROSS INDIAN EXPRESS LAYOUT VIRUPAKSHAPURA VIDYARANYAPURA POST BANGALORE 560 097 | BENGALURU URBAN | KARNATAKA | 560097 | L2 | Rejected-AOC NOT LOWEST | |
| 3 | Rejected-Technical | - | Rejected-Technical NOT QUALIFIED |
Tender Value
₹26.4 L
EMD Value
₹52,700
Closing Date
28 Nov 2024, 6:00 pmClosed
Col AK Tripathi CWE
HQ CWE ARMY BANGALORE 101 Dickenson Road Bangalore 560042
PROVN OF RAIN WATER HARVESTING (03 Nos) AT FMME, MEG AND CENTRE AND PROVN OF HARD STANDING WITH INTERLOCKING TILES NEAR PT GROUND FOR PARKING OF VEHICLES AT HEBBAL GARRISON UNDER GE (NORTH) BANGALORE
2024_MES_681437_1
86317/E8
Open Tender
Civil Works
Item Rate
180 days
HQ CWE ARMY BANGALORE
AS PER TENDER
8 documents required · 8 mandatory
₹500
Yes
GE (NORTH) BANGALORE
₹52,700
Yes
25 Jan 2025
26 Oct 2024
5 Dec 2024
26 Oct 2024
28 Nov 2024
9 Nov 2024
26 Oct 2024 - 2 Nov 2024
Amount
Excavation over areas, not exceeding 1.5 m deep and getting out in hard / dese soil etc complete all as specified and as directed
Excavation over areas, exceeding 1.5 m but not exceeding 3.0 mtr deep and getting out in hard / dese soil etc complete all as specified and as directed
Excavation over areas, exceeding 3.0m but not exceeding 4.50 mtr deep and getting out in hard / dese soil etc complete all as specified and as directed
Excavation over areas, exceeding 4.50m but not exceeding 6.00 mtr deep and getting out in hard / dese soil etc complete all as specified and as directed
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick with soil etc complete all as specified and as directed
Removing excavated material exceeding 250m but not exceeding 500 mtr and depositing where directed at a level not exceeding 1.5 m above the starting point etc complete all as specified and as directed
M&L for plain cement concrete 1:4:8 type D-2, with using 40 mm graded stone aggregates as in foundations and mass concrete etc complete all as specified and as directed
M&L for Pre-cast cement concrete 1:3:6 type C1 using 20 mm graded stone aggregate as in solid block masonry with solid blocks, exceeding 10 cm in width and setting in mortar 1:4, etc complete all as specified and as directed
M&L for cement concrete 1:2:4 type B1 using 20 mm graded stone aggregates as in copings, Chajja kerbs, etc including necessary fromwork, weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed
M&L for rendering 10 mm thick in CM (1:4) on fair faces of brick work or concrete surface finished even and smooth without using extra cement etc complete all as specified and as directed
M&L for broken stone or boulder of gauge 40 mm to 80 mm size in loose filling in pit of rain water harvesting etc complete all as specified and as directed.
M&L for broken stone or boulder of gauge 80 to 150 mm size in loose filling in pit of rain water harvesting etc complete all as specified and as directed.
M&L for plain cement concrete 1:3:6 type C1 (using 20 mm graded stone aggregate) as in 75 mm thick paving/ plinth protection laid in panels including necessary form work, finished rough surfaces of concrete including the joints filling with sealing compound grade "A" complete all as specified and directed
S&F PVC SWR pipes 110 mm dia bore single socketed in any length with rubber ring joints laid in trenches or in floors etc complete all as specified and directed
S&F PVC SWR Bends 110 mm dia bore in any radius etc complete all as specified and directed
M&L for Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in CM 1:6 complete all as specified and directed.
M&L for TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia, or securing with clips etc complete all as specified and as directed
M&L Mild steel framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 etc complete all as specified and as directed
Excavating in trenches not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc. 10 sqm on plan and and getting out in hard /dense soil complete all as specified and directed.
M&L for Plain Cement concrete 1:2:4, type B-0 with using 12.50mm graded stone aggregate as in surface channels and drains complete all as specified and directed.
M&L Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc complete all as specified and directed.
M&L for Preparation of new steel and iron surfaces of any description, over 10 cm in width or girth , not otherwise described and painting with two coats of synthetic enamel paint over a coat of red oxide primer etc complete all as specified and as directed
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/ dense soil all as specified and as directed
M&L for Plain Cement concrete 1:4:8 type D- 2 using 40mm graded stone aggregate as in 100mm thick sub base to floor all as specified and as directed
M&L for Hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface all as specified and as directed
M&L for Sand filling under floors or in foundations including watering and consolidation all as specified and as directed
M&L for Rubber moulded Machine pressed precast concrete interlocking paver block with grey cement & pigment, any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade all as specified and as directed
M&L for Pre-cast cement concrete 1:3:6 type C-1 using 20mm graded stone aggregate as in solid block masonry with solid blocks, exceeding 10cm in width and setting in cement mortar 1:6 complete all as specified and as directed
M&L for rendering 15 mm thick cement mortar 1:4 on fair faces of brick work or concrete surface finished even & smooth without using extra cement etc complete all as specified and as directed
M&L for preparing newely plastered wall surface and applying two coats of cement base paint over a coat of self primer etc complete all as specified and as directed
Removal of excavated materials not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed
VIKAS CONSTRUCTIONS (BID ID -3172291)
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