Bhubaneswar Development Authority Tender

(E) Finishes- Subject to Availability - a) Design of lift cabin - Stainless Steel b) Right side Finish - Zebra White Horizontal - Zwh c) Left side Finish - Zebra White Horizontal - Zwh d) Rear side Finish - Zebra White Horizontal - Zwh e) Car Body Additional Finish - Not applicable. f) Car Door - Stainless Steel. g) Car door Finish - Zebra White Horizontal - Zwh h) Ceiling Finish - SS Zebra White Horizontal Finish. i) Ceiling Type - Sleek Rectangular - JLFC 01 j) Ceiling Light - Led Lights. k) Fan - Regular (Circular) Fan l) Flooring Type - PVC m) Hand Rail Type - SS Round Hand Rail JLKR 01 n) Hand Rail Location - Rear side o) Car Door Sill - Aluminium p) Extra Allowance for Cabin interior (Kgs) - Not Applicable. (F) Landing Door Details Sizes - a) Door Type - Centre opening sliding door b) Door Sizes (9W x H)mm - 800 x 2000 c) Door Sill - Aluminium.

(G) Finishes - a) Landing Door Finish - 1-5 stainless steel - Zebra White Horizontal - Zwh b) Landing Door Frame / Finish - 1-5 stainless steel - Zebra White Horizontal - Zwh c) Main landing floor - 0 d) Other landing Floors - 1, 2, 3 & 4 e) Jamb Type - Slim Frame. (H) Signalization / Fixtures details (Cabin Operating Panel) a) Car operating Panel type - Car operating Panel - JLCP01 b) Number of Car Operating Panel - 1, In front Only. c) COP Faceplate Finish - Stainless Steel - Hairline Finish. d) Button Model - Standard e) Car Display - Orange Square dot-matrix scrolling display - vertical. f) Car Display Location - Car Operating Panel - JLCP01. g) Handicapped requirements - NO. h) Call Register Signal - YES i) Floor Annunciator - YES j) Car Switch - NO. k) Car Access System - NO.

(I) Landing Indicators - a) Landing Operating Panel Type - Landing Operating Panel - JLLP01. b) LOP Location - Landing Display on wall c) LOP Mounting Type - Grouting. d) LOP Face plate Matrial - S. Steel - Hairline Finish. e) Landing Display - 1-5-OSDM-V. f) Landing Display Location - 1-5-LOP. g) Call Register Signal - YES. h) Stainless Steel Braille Buttion - YES i) Landing Switch - NO. j) Landing Access System - NO. (J) Hall Lantern - a) Hall lantern Model - Not Applicable. b) Hall Lantern Face Plate Material - Not Applicable. c) Hall Lantern Location - Not Application.

(K) Safety Details - a) Over speed governor - YES b) Door Protection - Infra Red Door Screen c) Counter Weight Safety - Not Applicable. d) Counter Weight Screen - In Built e) Over Load Indicator - YES f) Fireman Switch - YES. g) Automatic Rescue Device - YES h) Battery Operated Emg Alarm Light - YES i) Two Way Intercom with Press & Speak in COP - YES. j) Fire rating of landing Doors - One Hour. k) Free Service for 03 (three) Years.

Earth work in ordinary soil within 50m, initial lead and 1.5m, initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge. 1 No. X 12.79 Ft X 11.15 Ft. X 9.18 Ft. =

Filling in foundation and plinth with good river sand including watering and ramming as directed by the Engineer-in-charge of earth work etc. 1 No. X 12.79 Ft. X 11.15 Ft. X 0.33 Ft. =

Cement concrete (1:4:8) with 40 mm size hard granite metal including all cost of labour, material, rayality, T&P etc complete. 1 No. X 12.79 Ft. X 11.15 Ft. X 0.33 Ft. =

R.C.C. work of M-25 grade with 20mm and down grade black hard granite crusher bracken stone chips including hoisting lowering laying and compacting the concrete including watering curring cost conveyance royalties and taxes of all materials ,cost of all labour and T&P required for the work etc. complete.

Beam 1 No.X10.82 Ft. X 1.47 Ft. X 2.00 Ft. =

Beam 2 Nos.X9.18 Ft. X 1.47 Ft. X 2.00 Ft. =

RCC Base 1No X10.82 Ft X 9.18 Ft X 0.49 Ft =

RCC Wall 1No.X10.82 Ft.X0.49 Ft.X6.56 Ft.=

RCC Wall 2 Nos.X 9.18 Ft.X0.49 Ft.X6.56 Ft.=

Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. Beam 1 No (16mm) 8 Nos. X 3.20 Mtr. = 40.448 Beam 1No (12mm) 2 Nos. X 3.20 Mtr. = 5.683 Beam 2 Nos (16mm) 16 Nos. X 2.80 Mtr. = 70.784 Beam 2 Nos (12mm) 4 Nos. X 2.80 Mtr. = 9.945 Ring (10mm) 40 Nos. X 2.03 Mtr. = 50.080 Base (10mm) 38 No. X 2.80 Mtr. = 65.626 Base (10mm) 44 No. X 3.30 Mtr. = 89.584 Wall (8mm) vertical 120 No. X 1.90 Mtr. = 90.000 Horizontal 12 No. X 8.90 Mtr. = 42.180 Total = 464.330 Kg.

ISMB 300 = 2462.66 ISMB 200 = 2681.47 M. S. Plate = 900.14 ISA 75 x 75 x 6 = 1105.16 ISMC 150 x 75 = 1296.28 16mm dia Tor Rod = 15.17 25mm Tor Rod 600mm x 16 Nos.=37.03 ISMC 150 x 75 = 386.40 ISMC 100 x 50 = 120.45 Chequred Plate = 978.47 Square Pipe 50 x 50 x 4 = 300.20 Square Pipe 50 x 25 x 4 = 168.42 Square Pipe 32 x 32 x 4 = 43.38 including Transportation, fabrication and erection with consumables etc. complete as required for the work.

Supplying and fixing of pre coated Galvanized iron profile sheet semi gloss of 1000 mm width & total coated thickness 0.05 mm in roof drilling in wind ties including fixing of ridges Valley, wind ties etc. complete including coat of sheets & fittings etc complete Back Side wall 1 X 16’, 0” x 9’, 0” = 144 sft Front Side Wall 1 X 13’, 0” x 9’, 0” = 117 sft Left Side Wall 1 X 13’, 0” x 10’, 0”= 130 sft Right Side Wall 1 X 13’, 0” x 10’, 0”= 130 sft Roof 1 X 16’, 0” x 16’, 0”= 256 sft Total 777 sft =

Providing Supplying Fitting & fixing of wall paneling of aluminum section No 9835 as horizontal and vertical member placed at spacing 2’-0” c/c with 4 mm thick Al. composite panel including cost, conveyance, taxes of all materials, cost of all labour, T &P etc. complete as per direction of the Engineer in charge Left side 1 X 6’, 8” x 39’, 0” =260 sft Right side 1 X 6’, 8” x 39’, 0” = 260 sft Ground floor right side to entrance 1 X 8’.3”x10’, 0”= 82.5 sft Ground floor left side to entrance 1 X 8’.3”x10’, 0” = 82.5 sft Ground floor top of door 1 X 2’, 0” x 4’, 0” = 8.0 sft Ground floor roof 1 X 3’, 6” x 9’, 0” = 31.5 sft First floor right side to entrance 1 X 8’. 3” x 10’, 0” = 82.5 sft First floor left side to entrance 1 X 8’. 3” x 10’, 0” = 82.5 sft First floor top of door 1 X 2’, 0” x 4’, 0” = 8.0 sft First floor roof 1 X 3’, 6” x 9’, 0” = 31.5 sft Second floor right side to entrance 1 X8’.3”x10’,0” =82.5 sft Second floor left side to entrance 1X8’.3” x10’,0” =82.5 sft Second floor top of door 1 X 2’, 0” x 4’, 0” = 8.0 sft Second floor roof 1 X 3’, 6” x 9’, 0” = 31.5 sft Third floor right side to entrance X 8’. 3” x 10’, 0” = 82.5 sft Third floor left side to entrance X 8’. 3” x 10’, 0” = 82.5 sft Third floor top of door X 2’, 0” x 4’, 0” = 8.0 sft Third floor roof X 3’, 6” x 9’, 0” = 31.5 sft Fourth floor right side to entrance X 8’. 3” x 10’, 0” = 82.5 sft Fourth floor left side to entrance X 8’. 3” x 10’, 0” = 82.5 sft Fourth floor top of door X 2’, 0” x 4’, 0” = 8.0 sft Fourth floor roof X 3’, 6” x 9’, 0” = 31.5 sft Fifth floor right side to entrance X 8’. 3” x 10’, 0” = 82.5 sft Fifth floor left side to entrance X 8’. 3” x 10’, 0” = 82.5 Sft. Flith Floor Top of door X 2'-0" x 4'-0" = 8.0 Sft. Fifth Floor Roof X 3'-6" x 9'-0" = 31.50 Sft. Total = 1747.00 Sft.

Supplying, Fabricating, & fixing of MS door Made out of 30 x 5 mm MS Angle & covered with 2mm thick plain GC Sheet with arrangement for locking ISA 30x30 x 5 – 5.40 Mtr = 11.88 kg ISA 35x35 x 5 – 5.45 Mtr = 14.17 kg 2 mm GC Sheet 600mmx 900 mm = 25.43 kg Aldrop set = 3.00 kg Total 54.48 kg

Painting of Lift Structure with One coat of red oxide & 2 coats of synthetic Enameled paint with all Labour , T&P etc.

Scaffolding with Bamboo for MS Structure with Laboure Charges & consumables.

Providing Supplying Fitting & fixing of NCL Glazing of 8 mm thick clear toughened glass of AIS/Saint Gobain on a frame work of roll formed powder coated GI sections (Base steel as per IS: 513, hop dip galvanized as per IS: 277) with 33mm X 58mm X 0.58mm as transoms & mullions, stiffener sections of 31mmX55mm GI tubes, cover profiles of 20mm X 58mm X 0.58mm, glass holding clips of 37m X 37mm & 37mm X 18mm made of 304 grade SS of 0.6mm including accessories like fasteners, silicone sealants of Wurth / dowcorning & accessories like gaskets, backer rod, glass filled nylon mullion caps as required. composite panel including cost, conveyance, taxes of all materials, cost of all labour, T &P etc.