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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.6 LAccepted-AOC | L1 | Accepted-AOC THE LOWEST BIDDER | |
| 2 | L2₹32.2 L+₹65,314.57 (2.07%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN THE LOWEST BIDDER | |
| 3 | L3₹32.5 L+₹93,079.43 (2.95%)Rejected-Finance 24 85 7 SANATH NAGAR GAJUWAKA VISAKHAPATNAM 530 026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | L3 | Rejected-Finance OTHER THAN THE LOWEST BIDDER | |
| 4 | L4₹32.7 L+₹1.1 L (3.58%)Rejected-Finance D NO 39 33 88 2 PLOT NO MIG 208 MADHAVADHARA VUDA COLONY VISAKHAPATNAM 530018 | VISAKHAPATANAM | ANDHRA PRADESH | 530018 | L4 | Rejected-Finance OTHER THAN THE LOWEST BIDDER | |
| 5 | L5₹32.8 L+₹1.2 L (3.88%)Rejected-Finance DOOR NO 58 12 13 KARASA VISAKHAPATNAM 530009 | VISAKHAPATANAM | ANDHRA PRADESH | 530009 | L5 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
Tender Value
₹43.3 L
EMD Value
₹86,600
Closing Date
17 Dec 2024, 6:00 pmClosed
GE (I) (CG) Vizag
GE (I) (CG) Vizag, Military Engineer Services, CGWO Building, C/o Fleet Mail Office, Visakhapatnam, PIN-530011
PROVISION OF TY SHED AND HARDSTANDING FOR TROOPS DAILY MUSTER AND QRT NEAR CGKG SCHOOL AT CG COMPLEX MALAKAPURAM VISAKHAPATNAM UNDER GE(I)(CG) VIZAG
2024_MES_684236_2
GE(I)CG/VIZ/TOKEN 52 OF 2024-25
Open Tender
Miscellaneous Works
Item Wise
180 days
VISAKHAPATNAM
DETAIL AS PER NIT OF TENDER
9 documents required · 9 mandatory
₹500
GE (I) (CG) Vizag
₹86,600
Yes
6 Jan 2025
10 Dec 2024
19 Dec 2024
10 Dec 2024
17 Dec 2024
11 Dec 2024
Amount
Surface Excavation n exc 30 CM deep & avg 15 CM and getting out in Hard/dense soil.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out in soft/loose soil
Excavating in post holes in hard/dense soil (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm
M&L for Cement concrete Type C-2 1;3;6(using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
S & F steel work in tubular trasses including special shaped washer using ERW or induction butt welded tubes of any shape as directed conforming to IS 1161-1979 grade St -240
S & F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc conforming to Fe-410-W(Gde-E-250) quality -A complete all as specified and directed.
S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment of grade Fe-410- W(Gde- E-250) also welding, fastening and fixing complete all as specified and directed.
S&F Mild steel screw bolts (machine made) 11 to 15mm dia with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long complete all as specified and directed.
S&F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall of mangalore pattern design, fixed with self tapping screws as specified & directed
S&F Pre- painted galvatume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall of mangalore pattern design, fixed with self tapping screws as specified & directed
S & F mild steel flat iron as in wind tie for roof including securing bolts. as specified & directed
M&L for preparation of new or previously untreated surfaces including priming with red oxide, zinc chrome and applying two coat of synthetic enamel paint on surfaces of any description, over 10cm in width or girth,not otherwise described.
M&L for 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.
M&L Broken stone or boulders hard core 100mm thick, exc. 63mm but n. exc. 100mm deposited, spread and levelled in layers n exc 15cm thk, watered and rolled/ rammed to a true surface all as specified and directed.
M & L plain Cement concrete Type D-2 1;4;8(using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all specified and directed.
M&L for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less
M & L Forming Construction joint 90mm deep x 10mm wide filled with grade 'A' sealing compound complete all specified and directed.
M & L for Plain Cement Concrete (1:4:8) type D2 as in sub base 100 mm thick complete all specified and directed.
M & L Machine pressed precast concrete interlocking paver block any shape and with grey cement and pigment of size confirming to IS 15658-2006 of 80 mm thick M-40 Grade laid over sand cushioning layer complete all specified and directed.
Supply only Fine aggregate (sand) for cushioning
M&L for Modular fly ash brickwork with straight or curved on plan exc 6m mean radius, built in cement mortar (1:6) complete all as specified and directed.
M&L for rendering 15mm thick on brick work or concrete surfaces in cement mortar (1:4) finished even and smooth w/o using extra cement complete all as specified & directed.
M & L for plain cement concrete 1:2:4 type B1 using 20 mm graded aggregate as in bed block/hold fast blocks, padding, chajjas repair, benching and coping etc with & including necessary form work for fair faces of concrete, complete all as specified and directed
M&L for preparation new plastered surfaces and walls including cornices, pilasters etc and applying two coats of cement base paint over a coat of white cement primer complete all as specified and as directed.
Returning filling in including spreading leveling watering and well ramming in layers n exc 25cm all as specified and directed
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point (Soils)
DANDU CONSTRUCTIONS (BID ID -3191440)
V R K CONSTRUCTIONS (BID ID -3191188)
RAVI VARMA JAMPANA (BID ID -3191055)
Sai Srija Constructions (BID ID -3191144)
N V S S K N SIVA PRASAD (BID ID -3191066)
SRI RAJA RAJESWARI ENTERPRISES (BID ID -3191660)
prasad constructions (BID ID -3188857)
M/S EVEREST INFRA (BID ID -3188420)
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