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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.0 LAccepted-Finance | 1 | Accepted-Finance L1 Bidder | |
| 2 | 2₹24.4 L+₹41,117.50 (1.72%)Rejected-Finance | 2 | Rejected-Finance Second Lowest Bidder | |
| 3 | 3₹24.6 L+₹63,426.25 (2.65%)Rejected-Finance | 3 | Rejected-Finance Third Lowest Bidder |
Tender Value
Refer Docs
EMD Value
₹48,000
Closing Date
5 Jan 2021, 10:20 amClosed
AQMG HQ 8 SECT RR
HQ 8 SECT RR PIN-934708 C/o 56 APO
Constr of First Floor of AGS Krusan with Five Classrooms and furniture
2020_ARMY_407648_1
15/AG/113
Limited
Construction Works
Works
60 days
47 RR Bn
2 documents required · 2 mandatory
₹0
₹48,000
Yes
5 Jan 2021
29 Dec 2020
5 Jan 2021
29 Dec 2020
5 Jan 2021
29 Dec 2020
29 Dec 2020 - 5 Jan 2021
Amount
Brick work with FPS bricks of class design 75 in 1:16 mix including extra and all carriages comllete. Wall = 1 x 368'-6" x 0'-9" x 9'-0"=2487.37Cft Pillers = 14 x 14" x 14" x 9'-0"=169.54 Total = 2656.92 Cft Deductions Doors = 05 x 4'-0" x 0'-9" x 8'-0"=120.00 Cft Windows = 1 x 20 x 5'-0" x 0'-9"-6"=412.50 Total = 532.50 Cft NetBrik Work Qty =2656.91-532.50=2124.41 Cft = 60.00 Cum
Providing and fixing of door / window / vent frames, rough chowkats of Popular / KD wood. Door = 05 x 25'-0" x 3" x 5" = 13.02 Cft Windows = 20 x 39'-0" x3" 5" = 81.24 Total = 94.26 Cft = 2.66 Cum
Centering & Shuttering incl. Strutting, propping etc. & removal of form work for: (a) Sill / Lintels, beams etc. 2 x 368'-6" x 0'-12" = 737.00 Sft 1 x 122'-3" x 1'-0" =122.25 1 x 132'-0" x 1'-0" = 132.00 Total = 991.25 Sft =92.00 Sqm
(b) Suspended floors etc. Slabs = 1 x 2975.00 Sft = 2975.00 Sft 276.00 Sqm
Reinforced cement concrete work in beams, suspended floors, roofs, landings, columns, balconies etc. Uto floor v levels in 1:1.5:3 mix excl cost of centering and shuttering using 20 mm graded stone agg. Lintel band = 1 x 368'-6" x 0' -9" x 0'=9" = 207.28 Cft Beam = 1 x 132'-0" x 1'-0" x 1'-0" = 132.00 Slab = 1 x 112'-3" x 26'-6" x 0'-5" = 1219.59 Total 1558.87 Cft = 44 cum
Providing and fixing Popular / KD wood members CGI roof base structure asvertical posts, MS bottom plate, tie beams, king posts, rafters, purlins, struts, clets Total = 706 Cft = 20 Cum
Providing / fixing 26 gauges CGI colour coated laminated sheets of class IIIrd with G.I. Nuts, bolts, limp set washers etc. Over the truss as roof. Complete Plinth area of structure = 225.70 SM X 1.50 (due to site constraint's) = 338.55 SM
Supply / providing aesthetic superior quality Plastic Chairs and table (2ft x 4 ft) for facility members
Fabrication / providing of steel structural base membered wood impregnated table and chairs members for the students in desketed from (3 ft x 5 ft)
M/S ADDEM ENGINEERING
M/S SHEIKH NADEEM AKBAR
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