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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.9 LAccepted-AOC | L1 | Accepted-AOC Being Lowest and reasonable | |
| 2 | L2₹36.5 L+₹60,519.07 (1.69%)Rejected-AOC | L2 | Rejected-AOC Not being L1 | |
| 3 | L3₹39.1 L+₹3.2 L (8.93%)Rejected-AOC | L3 | Rejected-AOC Not being L1 | |
| 4 | L4₹39.6 L+₹3.7 L (10.4%)Rejected-AOC D NO 71 31 96 6 ASRR COLONY MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | L4 | Rejected-AOC Not being L1 | |
| 5 | L5₹42.2 L+₹6.3 L (17.6%)Rejected-AOC NO 24 54 21 5 LIG 408 VUDA COLONY VINAYAKA NAGAR GAJUWAKA VISAKHAPATNAM 530026 | VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | L5 | Rejected-AOC Not being L1 |
Tender Value
₹43.3 L
EMD Value
₹86,600
Closing Date
13 Mar 2024, 6:00 pmClosed
Garrison Engineer Naval Depot
Garrison Engineer Naval Depot Industrial Estate Post 104 Area Visakhapatnam 530007
AS AND AS AND SPECIAL REPAIRS TO MAIN GATE NO -1 AT INS EKSILA, VISAKHAPATNAM
2024_MES_642252_1
8359/E8/GEND
Open Tender
Civil Works
Item Rate
180 days
Visakhapatnam
Class D and Category a i
7 documents required · 7 mandatory
₹500
Yes
Garrison Engineer Naval Depot
₹86,600
Yes
6 May 2024
14 Feb 2024
15 Mar 2024
14 Feb 2024
13 Mar 2024
28 Feb 2024
Amount
Schedule 'A' Part -I (B/R)
Excavation in trenches, n exc1.5 m wide and not exc 1.5 m in depth for foundation etc and getting out loose /soft soil all as specified and directed
PCC 1.4:8 type D2 Cement concrete in foundation, mass concrete etc complete all as specified and as specified,
RCC M-30 in Foundations, including rafts, footings, foundation beams; plinth beams, bases for columns, etc., basement slabs, under-reamed piles and mass concrete
RCC M-30 in columns complete all as specified and as specified,
Form work to sides of concrete foundations, footings, sides and soffits of plinth beams and similar work for flat rough finished surface of concrete,
Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete.
M&L for mild steel TMT bars 10mm dia and over cut to length bend to shape 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.
All as per item No.7 above but 5 to 10 mm dia including 10mm dia in stirrups, spaces and binders
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc25 cm
Removing excavated material exc, 250m but n exc. 500m and depositing where directed at a level n exc. 1.5 m above the starting point in soil
M&L Structural steel work in 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. using Fe 410-W (Gde- E-250)quality- A Fe, painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor's workshop before fabrication all as specified and as directed.
Preparation of new or previously untreated steel surface of any discription over 10cm width or girth and apply two coats of synthetic enamel paint over a coat of redoxide primer.
S&F Pre- painted galvalume aluminum zinc coating GI based corrugated 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 as specified and directed by Engr-in-charge.
AADHITYA ASSOCIATES
SSV CONSTRUCTIONS
SRI RAJA RAJESWARI ENTERPRISES
K & K CONSTRUCTIONS
V R K CONSTRUCTIONS
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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