BILL OF QUANTITIESGODOWN

Riyan (Pvt) Ltd

SUMMARY OF BILLS OF QUANTITIES

Bill No Description Amount

1 BILL No: 01 - PRELIMINARIES

2 BILL No: 02 - GROUND WORKS

3 BILL No: 03 - CONCRETE

4 BILL No: 04 - MASONRY AND PLASTERING

5 BILL No: 05 - STRUCTURAL STEEL WORKS

6 BILL No: 06 - METALWORK

7 BILL No: 07 - CLADDING WORKS

8 BILL No: 08 - ROOF WORKS

9 BILL No: 09 - WOOD WORKS

10 BILL No: 10 - DOOR & WINDOW

11 BILL No: 11 - PAINT WORKS

12 BILL No: 12 - FINISHES

13 BILL No: 13 - HYDRAULICS AND DRAINAGE

14 BILL No: 14 - ELECTRICAL INSTALLATIONS

15 BILL No: 15- LIFT & HOISTS

16 BILL No: 16- ADDITIONS AND OMMISIONS

SUB TOTAL carried to form of bid

GODOWN

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Item Description Unit Qty Rate Amount BILL No: 01 - PRELIMINARIES

1.1 GENERAL NOTES 1.1.1 Abbreviations

m - meter No - numbers m³ - cubic meter m² - square meter Lm - Linear meter t - tonnes incl - including mm - millimeter SS - Stainless Steel GI - Galvanized Iron

1.2 SITE MANAGEMENT COSTS (1) Allow for all on and off site management cost including costs of

foreman and assistants, temporary services, telephone, fax, hoardings and similar item 1.00

1.3 SIGN BOARD (1) Allow for sign board No 1.00

1.4 SITE PREPARATION (1) Demolition and disposal of existing building item 1.00

1.5 CLEAN-UP (1) Allow for clean-up upon completion of the works. item 1.00

TOTAL OF BILL No: 01 - Carried over to summary

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Item Description Unit Qty Rate Amount BILL No: 02 - GROUND WORKS

2.1 GENERAL (a) Rates shall include for: leveling, grading, trimming, compacting to faces of excavation, keep sides plumb, backfilling, consolidating and disposing surplus soil.

2.2 DEMOLISION (a) Removing of Exsisting Single storey building (Nearly 5m high) and removing of all the demolished material away from the site.

item 1.00

2.3 SITE CLEARING Clear the area of site from rubbish and vegetable matters, stumps, roots. m² 529.09

2.4 EXCAVATION

Excavation quantities are measured to the faces of concrete members. Rates shall include for all additional excavation required to place the formwork.

2.4.1 Excavation for foundations (1) Foundation raft and Plinth beams m³ 42.73

2.5 FILLING Rates shall include for: leveling, grading, trimming, compacting and similar.

(1) Compacted earth filling under ground screed m³ 104.16 (2) 10mm thick blinding m² 529.09

2.6 DAMPPROOF MEMBRANE

Rate shall include for: dressing around and sealing to all penetrations

(1) Polythene damp proof membrane under ground floor screed m² 529.09

TOTAL OF BILL No: 02 - Carried over to summary

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Item Description Unit Qty Rate Amount BILL No: 03 - CONCRETE

3.1 GENERAL (a) Rates shall include for: placing in position; making good after removal of formwork, mortar touch up to all concrete and casting in all required items; additional concrete required to conform to structural and excavated tolerances. (b) Mix ratio for reinforced concrete shall be 1:2:3 and lean concrete shall be 1:2:6

(1) Allow for concrete testing item 1.00

3.2 LEAN CONCRETE (a) Quantity is measured to the edges of concrete foundation members. Rates shall be inclusive for any additional concrete required to place the formwork. 50mm thick lean concrete to foundations

(1) Under footings & Plinth beams (50mm thk) m³ 2.96

3.3 REINFORCED CONCRETE

(a) Rates shall include for: concrete, formwork, reinforcement, cleaning, fabrication, placing, the provision for all necessary temporary fixings, and supports including tie wire and chair supports, laps, distribution bars and wastage (b) Rates shall include for: all necessary boarding, supports, erecting, framing, temporary cambering, cutting, perforations for reinforcing bars, bolts, straps, ties, hangers, pipes and removal of formwork. (c) Rates shall include for: cleaning, fabrication, placing, the provision for all necessary temporary fixings, and supports including tie wire and chair supports, laps, distribution bars and wastage (d) All reinforcing bars shall be high strength bars (e) Slab soffits to be finished fairfaced, use plasticizer and formwork with reducing agent. (a) Waterproofing shall be added to all concrete below ground level

In-situ reinforced concrete to: 3.3.1 FOUNDATION & COLUMNS UPTO GROUND LEVEL

(1) Foundation pad P1, 1300x1300x300 m³ 5.58(2) Foundation pad P2, 1400x700x300 m³ 2.65(3) Foundation pad P3, 1000x1000x300 m³ 1.20(4) Foundation pad P4, 500x500x300 m³ 0.19(5) Foundation pad P4, 1800x900x300 m³ 0.48(6) Foundation beam TB, 200x250 m³ 7.83(7) RC stud, 1.10m long (270x450mm) m³ 3.34

a. (floor slab Finished with power toweled surface to semi rough finish)

(6) Ground Floor slab m³ 79.36

TOTAL OF BILL No: 03 - Carried over to summary

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Item Description Unit Qty Rate Amount BILL No: 04 - MASONRY AND PLASTERING

4.1 GENERAL (a) Rates shall include for: cleaning out cavities, forming rebated reveals and pointing and cleaning down to reveals where necessary; fractional size blocks, all necessary machine cutting, cutting or forming chases or edges of

floor slabs, cutting or leaving holes and openings as recesses for and building in pipes, conduits, sleeves and similar as required for all trades; leaving surfaces rough or raking out joints for plastering and flashings, bedding

frames or plates, building in joists, bearers or similar, temporary supports to openings, templates, reinforcement in walls and for all necessary making good.

4.2 BRICKWORK 4.2.1 150mm thick masonry solid block wall, bricks laid to form

alternate courses of headers and stretchers, laid on and incl.mortar

4.2.1.1 Ground Floor m² 251.95

4.3 PLASTERING 4.3.1 16 mm thick cement plaster on internal surface as specified on

the drawing. (internal surfaces) 4.3.1.1 Ground floor m² 170.25

4.3.2 20 mm thick cement plaster on external surface as specified onthe drawing. (external surfaces)

4.3.2.1 Ground floor m² 355.77

4.3.3 20 mm thick cement screed over flat roof plywood as specifiedon the drawing. (Sika Latex to be use with screed) m² 4.66

TOTAL OF BILL No: 04 - Carried over to summary

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Item Description Unit Qty Rate Amount BILL No: 05 - STRUCTURAL STEEL WORK

5.1 GENERAL (a) Rates shall include for: all fabrication work, welding,

marking, drilling, for bolts including those securing timbers, steelplates, bolts, nuts and any type of washer, riveted work, countersinking and tapping for bolts or machine screws.

(b) Rates shall include for all painting and finished asspecified. (c)Rates shall include for fabrication and erection and temporary

supports and fixing in to position. (d)Rate shall include for forming openings for the doors and

windows where every necessary and finishing the opening edgessmoothly using flashings as required.

5.2 STEEL COLUMNS 5.2.1 (a) I section columns bolted to the foundation using and 20mm

thk (270x450mm) grade 350 base plate with 4mm fillet weld allaround column and 4 nos of 24 mm anchor bolts as per detailsgiven (b) I section Columns jointed with 2 nos of 20mm thk530x270mm plates with 8 nos of M20 G8.8 bolts and base platewelded to I section with 8mm filet weld all around the column.Joint to be made each C1 column)(c) column tops fixed 20mm thk plate to required roof angle

(Plate welded 8mm fillet welding all around to column)

5.2.2 Columns C01 (171x352 mm / I section) 5.2.2.1 8.74m long columns nos 10.005.2.2.2 9.11m long columns nos 10.005.2.2.3 10.21m long columns nos 5.00

5.3 STEEL BEAMS 5.3.1 (a) I section beams welded to base plate with 8mm weld all

around flange and 4mm weld all around web and fix to columns with 8 M20 bolts. (b) Rate shall include all required items as per the details given

First Floor 5.3.1.1 Beam B01 (171x352 Section 3871mm long) nos 5.005.3.1.2 Beam B01 (171x352 Section 5074mm long) nos 5.005.3.1.3 Beam B01 (171x352 Section 6018mm long) nos 5.005.3.1.4 Beam B01 (171x352 Section 5727mm long) nos 5.005.3.1.5 Beam B01 (171x352 Section 4968mm long) nos 4.005.3.1.6 Beam B01 (171x352 Section 5993mm long) nos 2.005.3.1.7 Beam B01 (171x352 Section 5723mm long) nos 2.005.3.1.8 Beam B01 (171x352 Section 5458mm long) nos 2.00

5.3.1.9 Beam B02 (165x304 Section 6370mm long) nos 2.00

Roof level 5.3.1.10 Beam B02 (165x304 Section 4968mm long) nos 2.005.3.1.11 Beam B02 (165x304 Section 5993mm long) nos 2.005.3.1.12 Beam B02 (165x304 Section 5723mm long) nos 2.005.3.1.13 Beam B02 (165x304 Section 5458mm long) nos 2.00

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Item Description Unit Qty Rate Amount5.3.3 (a) 144mm dia 4.5mm CHS strut fixed to 120x120x10mm thk

cap plate 4mm fillet weld all around and 10mm thk cleats weldedperpendicular to cap plate.(b) 10 mm cleat fixed to column and with 4mm filet weld allaround and strut fixed to cleat with 2 nos of M20 bolts. First Floor

5.3.4.1 4968mm long nos 1.005.3.4.2 5993mm long nos 3.005.3.4.3 5723mm long nos 3.005.3.4.4 5458mm long nos 3.00

Roof level 5.3.4.5 4968mm long nos 1.005.3.4.6 5993mm long nos 1.005.3.4.7 5723mm long nos 3.005.3.4.8 5458mm long nos 1.00

5.4 RAFTER BEAM (a) I section beams cut to the required angles on top and bottom

and jointed with 2 nos of 25mm thk 700x270 steel plates boltedwith 8 nos of M20 G8.8 bolts on web as per given detail and allfillet welding shall be as mentioned (b) I section beam jointed to each column and at ridge line at endas per the details given and extended with a cantilever eave (asper detail given) ( c) I section beams cut to the required angles on ridge and fixed

to column as per detail given (Columns to beam Connection)

(1) Rafter (171x352 section total 23700mm ) nos 5.00

5.5 OTHER MEMBERS 5.5.1 RHS purlins

(a) 200x100x4mm RHS purlin fixed to first floor beams withwelding on sides and by a fly brace to each beam as per givendetails. First Floor

5.5.1.1 Purling @ 600mm C/c for floor support m 900.005.5.1.2 fly braces fixing purlings no 380.00

Roof level 5.5.1.3 Purling @ 600mm C/c for floor support m 950.005.5.1.4 fly braces fixing purlings no 420.00

5.5.2 Wall Bracing (a) 75x75, 5 mm thk equal angle L angle bracing fixed to

Columns as per details given (b) Rate shall include M20 Bolts , 6mm thk plate, L angle cleat

welded to Column and required joints on middle. 5.5.2.1 7574mm long bracing no 4.005.5.2.2 7239mm long bracing no 4.00

5.5.3 Roof Bracing (a) 75x75, 5 mm thk equal angle L angle bracing fixed to

Columns as per details given (b) Rate shall include M20 Bolts , 6mm thk plate and L angle

cleat welded to Column. 5.5.3.1 8306mm long bracing no 4.005.5.3.2 7326mm long bracing no 4.00

5.5.4 Flat roof support 50x200x4 mm RHS frame support by RHS bracket including

all necessary items as per details given. 5.5.4.1 50x200x4 mm RHS bracket as per details given @1500mm C/c no 10.005.5.4.1 Horizontal bras m 30.00

TOTAL OF BILL No: 05 - Carried over to summary

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Item Description Unit Qty Rate Amount BILL No: 06- METALWORK

6.1 GENERAL (a) Rates shall include for: all fabrication work, welding,

marking, drilling, for bolts including those securing timbers, steelplates, bolts, nuts and any type of washer, riveted work, countersinking and tapping for bolts or machine screws.

(b) Rates shall include for all painting and finished asspecified. (c)Rates shall include for fabrication and erection and temporary

supports and fixing in to position. (d)Rate shall include for forming openings for the doors and

windows where every necessary and finishing the opening edgessmoothly using flashings as required.

6.2 WALL CLADING FRAME 6.2.1 Horizontal C purlings

(a) 50x100 C purling with a 5mm thk 40mmx40mm , 75mmlong L angle brackets and a 5mm thk 40mmx75mm long plate oneach joint fixed with 8 nos of M12 G8.8 Bolts on each joint (ratefor joint shall include only exceeding 6 m ) (b) Horizontal spacing to be 1000mm

6.2.1.1 Ground floor C purlings 1295 mm long nos 4.006.2.1.2 Ground floor C purlings 6270 mm long nos 4.006.2.1.3 Ground floor C purlings 6138 mm long nos 3.006.2.1.4 Ground floor C purlings 6007 mm long nos 3.006.2.1.5 Ground floor C purlings 1385 mm long nos 2.006.2.1.6 Ground floor C purlings 6248 mm long nos 4.006.2.1.7 Ground floor C purlings 6363 mm long nos 4.006.2.1.8 Ground floor C purlings 5431 mm long nos 4.006.2.1.9 Ground floor C purlings 4466 mm long nos 4.00

6.2.1.10 Ground floor C purlings 1134 mm long nos 4.006.2.1.11 Ground floor C purlings 5013 mm long nos 4.006.2.1.12 Ground floor C purlings 5980 mm long nos 4.006.2.1.13 Ground floor C purlings 5013 mm long nos 4.006.2.1.14 Ground floor C purlings 5944 mm long nos 4.006.2.1.15 Ground floor C purlings 5280 mm long nos 4.00

6.2.1.16 First Floor C purling 1134 mm long nos 10.006.2.1.17 First Floor C purling 5013 mm long nos 7.006.2.1.18 First Floor C purling 5981 mm long nos 7.006.2.1.19 First Floor C purling 5944 mm long nos 10.006.2.1.20 First Floor C purling 5280 mm long nos 7.006.2.1.21 First Floor C purling 6248 mm long nos 5.006.2.1.22 First Floor C purling 6263 mm long nos 6.006.2.1.23 First Floor C purling 5431 mm long nos 6.006.2.1.24 First Floor C purling 4466 mm long nos 5.00

6.3 MAIN STAIRCASE GI pipes, C channel and Steel Grilled stepped Staircase and

hand rail as per given detail and to manufactures specifications 6.3.1 Ground Floor to First Floor item 1.00

TOTAL OF BILL No: 06- Carried over to summary

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Item Description Unit Qty Rate Amount BILL No: 07 - CLADDING WORK

7.1 GENERAL 7.1.1 Rates shall include for: fair edges, dressing over angel fillets,

turning into grooves, all other labours, circular edges, nails,screws and other fixings and laps.

7.2 WALL CLADDING 7.2.1 lysaght cladding panel to manufactures specifications and fixes

to C purling frame with self driven screws as required and Ribshorizontally

7.2.2 Sheet rib laps should be kept for manufactures specifications and horizontal laps to be keep minimum of 200mm laps

7.2.3 Necessary corner flashing to be fixed on corners as permanufactures specifications

(1) Ground to roof level m² 409.74

TOTAL OF BILL No: 07- Carried over to summary BILL No: 08 - ROOF WORK

8.1 GENERAL 8.1.1 Rates shall include for: fair edges, dressing over angel fillets,

turning into grooves, all other labours, circular edges, nails,screws and other fixings and laps.

8.2 ROOF COVERING 8.2.2 BHP Lysaght Trimdek Hi-Ten or equivalent roofing sheet, over

C purlin frame including all fixings, fixed in accordance withmanufacturer's instructions. m² 556.05

8.2.3 50mm rockwool insulation with foil backing on one side. m² 556.05

8.3 CAPPING (1) Lysaght ridge Flashing as per drawing m 22.39(2) Lysaght end Flashing as per drawing m 49.58

8.4 GUTTER (1) BHP lysaght gutter m 44.78

8.5 DOWN PIPE (1) 110 dia U.P.V.C. rain water pipe system item 1.00

8.6 FLAT ROOF CAPPING (1) Lysaght ridge Flashing as per drawing m 5.00

TOTAL OF BILL No: 08 - Carried over to summary

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Item Description Unit Qty Rate Amount BILL No: 09 - WOODWORK

9.1 GENERAL (a) Rates shall include for: all labour in framing, notching and

fitting around projections, pipes, light fittings, hatches, grillesand similar and complete with cleats, packers, wedges andsimilar and all nails and screws.

9.2 TIMBER VALANCE BOARD

25X250 Timber plank and Flat ZnAl sheet (to cover the balanceof truss-270mm high) fixed to the roof truss m 44.78

9.3 PLYWOOD FLOOR 25mm thk marine plywood decking m² 518.23

9.4 FLAT ROOF 25mm thk marine plywood decking m² 4.66

TOTAL OF BILL No: 09 - Carried over to summary - BILL N0: 10- DOORS AND WINDOWS

10.1 GENERAL (a) Rates shall include for locks, latches, closers, push plates, pull handles, bolts, kick plates, hinges and all door & window hardware. (b) Rates shall include for door frames, mullions, transoms, trims, glazing, tinting, timber panels, boarding, framing, lining, fastenings and all fixings. (c) Sizes are given overall outside dimensions of actual doors and windows. (d) Thickness and sizes of glass panels are shown on the Drawings and doors and windows schedule (e) Rates shall include for all painting as specified (f) Rates shall include all items specified in the door schedule and specification (g.) Frames and sashes to be 25-60 micron White powder coated Aluminium other wise specified.

10.2 DOOR AND WINDOW UNITS 10.2.1 GROUND FLOOR

(1) GD (5730x2600) Steel frame Roller shutter / Mechanical sys. nos 1.00(2) GD01 (4705x2600) Steel frame Roller shutter / Mechanical sys. nos 1.00(3) D1 (1700x2150) Al framed and louvers swing door nos 1.00(4) D2 (750x2150) PVC Door nos 2.00(5) W1 (5730x1000) Alluminium window with Fixed louvers nos 2.00(6) W1a (4705x1000) Alluminium window with Fixed louvers nos 1.00(7) Opening (3600x1650) Transparent sheet nos 1.00

10.2.2 FIRST FLOOR (1) D1 (1700x2150) Al framed and louvers swing door nos 1.00(2) W02 (5730x1775) Alluminium Door with Glass opening nos 1.00(3) W02a (4946x1775) Alluminium Door with Glass opening nos 1.00(4) W02b (4705x1775) Alluminium Door with Glass opening nos 1.00

10.3 OTHERS Sun portal day light system (fixed as per manufacture's

specifications) nos 8.00

TOTAL OF BILL No: 10 - Carried over to summary

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Item Description Unit Qty Rate Amount BILL No: 11 - PAINTING

11.1 GENERAL (a) Rates shall include for: the provision, erection and removal of scaffolding, preparation, wall putty application, rubbing down between coats and similar work, the protection and/or masking floors, fittings and similar work, removing and replacing door and window furniture (b) All painting work shall be carried in accordance with the Specifications

11.2 WALL PAINTING 11.2.1 Textured paint finish/matte emulsion paint finish as specified in

specification. (external surfaces) (1) Ground Floor m² 170.25

11.2.2 Emulsion paint finish including putty application and groundsmoothing as specified in specification. (internal surfaces)

(1) Ground floor m² 355.77

TOTAL OF BILL No: 11 - Carried over to summary BILL No: 12 - FINISHES

12.1 GENERAL (a) Rates shall include for: fixing, bedding, grouting, andpointing materials; making good around pipes, sanitaryfixtures, and similar; cleaning down and polishing.

12.3 TOILET FLOOR TILING 12.3.1 300x300mm non-slip ceramic floor tiles, (waterproofed

with either additivites with or applicants over slab with SIKA products or equivalent) ,@ toilets

(1) Ground floor m² 2.30

12.4 TOILET WALL TILING 12.4.1 200mm x 300mm ceramic wall tiles up to 1.2m height

(toilet) (1) Ground floor m² 8.93

TOTAL OF BILL No: 12 - Carried over to summary

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Item Description Unit Qty Rate Amount BILL No: 13 - HYDRAULICS AND DRAINAGE

13.1 HYDRAULICS 13.1.1 General

(a) Rates shall include for: sockets, running joints, connectors,elbows, junctions, valves, reducers, expansion joints; backnutsand similar; incidental fittings, clips, saddles, brackets, straps,hangers, screws, nails and fixing complete, including cutting and forming holes; excavating,laying pipes and backfilling trenches(b) All pipework and fittings shall be UPVC

13.1.4 Fresh water supply pipe

(2) 20mm dia fresh water PVC pipe item 1.00 (3) 16mm dia fresh water PVC pipe item 1.00

13.1.5 Sanitary fixture and fittings

(1) WC no 2.00 (2) Soap holder no 2.00 (3) Muslim shower no 2.00 (4) Floor trap no 2.00 (5) Gate valve no 1.00 (6) Floor drain no 3.00

13.2 DRAINAGE 13.2.1 General

(a) Rates shall include for: excavation, maintaining faces of drainpipe trenches and pits, backfilling, disposal of surplus spoil;bends, junctions, reducers, expansion joints and all joints andother incidental materials. (b) All pipework shall be uPVC

13.2.2 Drainage pipe work (1) 110mm dia soil pipe item 1.00 (3) 82mm dia waste pipe item 1.00

13.2.5 manholes

600mm dia,600mm deep RCC Inspection chamber with RCCcover slab sealed type nos 1.00

TOTAL OF BILL No: 13 Carried over to summary

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Item Description Unit Qty Rate Amount BILL NO: 14 - ELECTRICAL INSTALLATIONS

14.1 GENERAL (a) Design, provide and install electrical network for the entire building complete in accordance to standards set by the local governing body STELCO (b) The following items and description and the drawings HULS -01 to HULS-05 are given as a guidance as to the nature of the information required to be returned by the contractor. Should they not be appropriate the contractor should provide a similar BoQ using the Add/Omit sheets provided at the back of this BoQ (c) The cost shall include for: screws, nails, bolts, nuts, standard cable fixing or supporting clips, brackets, straps, rivets, plugs and all incidental accessories (d) The cost shall also include for trenching including: excavation, maintaining faces of excavations, backfilling, compaction, appropriate cable covers, warning tape and disposal of surplus spoil (e) Rates for electrical isolators, conduits, fittings, equipment and similar items shall include for: all fixings to various building surfaces (f) A light fixture is measured as one point; switch end of wire is not included in the quantity. (g) A point wiring for power points is measured (regardless of 1 gang, 2 gang etc) as one point for each socket outlet; other end of wire is not included in the quantity. (h) Contractor shall provide all cabling, wiring, conduits, etc. within the site boundaries. Cabling, wiring, conduits etc. outside the site boundaries are not included under this Contract.

14.2 MAINS CONNECTION (1) Allow for connection to electrical mains no 1.00 (2) Allow for connection to Generator no 1.00

14.3 ELECTRICAL BOARDS Complete installation, including for all cabling, wiring, connections, earthing, painting, testing and similar of:

(1) Light Distribution board no 2.00 (2) power Distribution board no 2.00 (3) Main electrical panel with supply change over no 1.00

14.4 ELECTRICAL WIRING

Electrical wiring with copper conductor cable in conduits in walls and in casing on soffits of slab as specified to:

(1) Wiring to light & fan fixtures points 39.00 (2) Wiring to power points points 14.00

14.5 LIGHTING

(3) Ceiling light no 2.00 (4) 22" Aluminium Low bay light (40W) no 28.00 (5) 4 ft Fluorescent industrial light no 3.00 (6) Emergency Lights no 6.00

14.7 SWITCHES (1) Light switch no 34.00

14.8 SOCKETS

(1) 13 A SSO no 7.00 (2) 13 A twin SSO no 7.00

TOTAL OF BILL No: 14 Carried over to summary -

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Item Description Unit Qty Rate Amount BILL NO: 15- LIFT & HOISTS WORKS

15.1 LIFTS 15.1.1 GENERAL

(a) Rates shall include for: screws, nails, bolts, nuts, standardcable fixing or supporting clips, brackets, straps, rivets, plugs andall incidental accessories

(b) Rates for work in trench shall include for: excavation,maintaining faces of excavations, backfilling, compaction,appropriate cable covers, warning tape and disposal of surplusspoil

(c) Rates for cable conduits, fittings, equipment and similaritems shall include for: all fixings to various building surfaces (d) Rates shall include for all necessary electrical wiring and

accessories required for completion of the lift installation (e) MWSC will supply the Scissor type Elevator. (e) Rate shall include shifting the Elevator from Hulhumale and

complete installation.

15.1.2 Scissor Type Freight Elevator from autoquip or similar tospecifications (rate shall include all supporting frame works andany additional items required)

nos 1.00

TOTAL OF BILL No: 15 Carried over to summary BILL NO: 16- ADDITIONS AND OMMISIONS

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Item Description Unit Qty Rate Amount

16.1 ADDITIONS (1) Bill 01- Preliminaries (2) Bill 02- Ground works (3) Bill 03- Concrete works (4) Bill 04- Masonry works (5) Bill 05- Structural steel work (6) Bill 06- Metal works (7) Bill 07- Cladding works (8) Bill 08- Roofing (9) Bill 09- Wood work

(10) Bill 10- Door window (11) Bill 11- Painting (12) Bill 12- Finishes (13) Bill 13- Hydraulics and Drainages (14) Bill 14- Electrical installation (16) Bill 15- Lift & Hoists work

TOTAL

16.2 OMISSIONS (1) Bill 01- Preliminaries (2) Bill 02- Ground works (3) Bill 03- Concrete works (4) Bill 04- Masonry works (5) Bill 05- Structural steel work (6) Bill 06- Metal works (7) Bill 07- Cladding works (8) Bill 08- Roofing (9) Bill 09- Wood work

(10) Bill 10- Door window (11) Bill 11- Painting (12) Bill 12- Finishes (13) Bill 13- Hydraulics and Drainages (14) Bill 14- Electrical installation (16) Bill 15- Lift & Hoists work

TOTAL

TOTAL OF BILL No: 16 Carried over to summary