BILL OF QUANTITIES - SLTDA

Renovation of Lobby Area, Restaurant Staff Accommodation, Driver

Quarters, Laundry, Common Washrooms, Kitchen and supply and

installation of generator including elevated generator room at NHR

Anuradhapura.

SLTDA/RM/W/NCB/Renovation - Anuradhapura (Phase-II)/2021/06

BILL OF QUANTITIES

Chief Engineer's office(Zone 3) Department of Buildings ,

Wilgoda Road,

Kurunegala.

RENOVATION AND ALTERATION TO EXISTING MAIN BUILDING SURROUNDEING AT NATIONAL HOLIDAY RESORT AT ANURADHAPURA.

S07 - 2

CONTENTS Page No.

GENERAL NOTES S07-04

PRICING PREAMBLES S07-07

PRELIMINARIES S07-20

BILL NO 1 - DEMOLITION AND OTHER

A - DEMOLITION S07-26

B - EXCAVATION AND EARTH WORK S07-31

C - CONCRETE WORK S07-34

D - MASONRY WORK S07-37

COLLECTION - SUBSTRUCTURE -Bill No. 1 S07-38

BILL NO 2 - RENOVATION AND ALTERATION

C - CONCRETE WORK S07-39

D - MASONRY WORK S07-44

E - WATER PROOFING S07-45

F- STRUCTURAL WORK S07-47

G- METALWORK S07-54

H- CARPENTRY & JOINERY S07-71

J - ROOF AND ROOF PLUMBING S07-78

K- PLUMBING S07-81

L- WALL, CEILING AND FLOOR FINISHES S07-95

M- ELECTRICAL INSTALLATION S07-104

N - PAINTING S07-118

Q - HIGH PRESSURE LAMINATED PARTITION WORK S07-121

COLLECTION - SUPERSTRUCTURE -Bill No. 2 S07-122

BILL NO 3 EXTERNAL WORK

Q - EXTERNAL DRAINAGE S07-123

R- WASTE WATER TREATMENT UNIT AND STORM WATER DISPOSAL S07-130


S07 - 3

S - GENERATOR ROOM S07-135

COLLECTION - EXTERNAL WORK -Bill No. 3 S07-137

BILL NO 4 MISCELLANEOUS WORK

MISCELLANEOUS WORK S07-138

COLLECTION - MISCELLANEOUS WORK -Bill No. 4 S07-139

GRAND SUMMARY S07-140


S07 - 4

GENERAL NOTES

Extent of work :-

The extent of work as provided for in this Bill of Quantities consists of :-

(a) Full repair works to main building and boundry including

(b) Water supply

(c) Sewerage work

(d) Electrical Installation

(e) All other work as specified or shown in the drawings with respect to the above job.

Trade Names ;

Where trade names , brands and / or catalogue numbers are referred to sole preference to any material or

equipment is not intended . Any other material or equipment may be used, provided that the characteristics of

type, quality, appearance, finish, method of construction and / or performance is not less than specified and

provided also that approval is first obtained.

Method of Measurement

This Bill of Quantities has been prepared generally in accordance with the principles of "Method of

Measurement of Building Works(First Revision), Sri Lanka Standard 573:1999"

Measurements :

Tenderers are to note that, the measurements are taken absolutely nett. unless or otherwise stated.

Discrepancies :

Any discrepancy in Drawings, Specifications , Bill of Quantities or any other documents shall be brought to the

notice of the employer before tendering.

Payments :

Payments shall be made on actual quantity of work carried out at the site as per contract. The quantities given

in the Bill of Quantities are approximate.

The attention of the tenderer is drawn to the requirements of the contract, the specifications and any other

particulars of the tender . It is the tenderer's responsibility to see that his prices include for complying with all

the requirements of the conditions of contract and any other documents whether specifically referred to in the

Bill of Quantities or not.

The following products have been declared by the Government as products for which the "SLS" mark is

compulsory. Contractor must strictly comply with this requirement.

01). Cement Blocks SLS 855


S07 - 5

02). Ordinary Portland Cement SLS 107

03). Masonry Cement SLS 515

04). Blended Hydraulic Cement SLS 1247

05). Portland Limestone Cement SLS 1253

06). Plain Steel Bar Reinforcement SLS 26

07). Ribbed Steel Bar Reinforcement SLS 375

08). Mild Steel Wire for General Engineering purposes SLS 139

09). Hot Rolled Steel Round Bars for Structural & General Engineering

purposes

10). Hot Rolled Steel Squre Bars for General Engineering Purposes

11). Hot Rolled Steel Hexagonal Bars for Structural & General

Engineering purposes

12). Hot Rolled Steel Flats for Structural & General Engineering

purposes

SLS 949 Part 1

SLS 949 Part 2

SLS 949 Part 3

SLS 949 Part 5

13). Hot Rolled Structural Steel "U" Sections (Channel) SLS 907 Part 3

14). Hot Rolled Structural Steel "L" Sections (Equal or Unequal Angles)

22). Household electric plugs & socket outlets SLS948 & SLS734

23). Household electric switches SLS 1000

This requirements shall also apply to building products declared by the Government as products for which

"SLS" Mark is compulsory subsequent to 3rd of March 2012.

Timber :

Unless otherwise specified in the respective Trades / Sections , the timber for all trades shall be as specified in

Carpentry and Joinery.

SLS 907 Part 4

15). Hot Rolled Structural Steel "T" Sections (tee's) SLS 907 Part 5

16). U PVC Pipes for portable cold water SLS 147

17). U PVC Pipe joints and fittings for portable cold water SLS 695

18). Clay Roofing tiles (flat tiles) SLS 2

19). Clay Ridge tiles SLS 2

20). Electric bulbs SLS 984

21). Household electric lamp holders SLS 138


S07 - 6

All timbers under exceptional Circumstances, any equivalent timber to the given Species may be used with the

approval of the Engineer.

(Group-1): Door, Window and Fanlight Frames

Category A

Satin Palu Milla Ketakala Tulang

Halmilla Mee Hulanhik Wewarana Valdel.

Kohomba Jak Teak Path kela Kon

Category B Microcoris Grandis

(Group-2): Door , Window and Fanlight Sashes , Cupboards, Counters and Shelving

Category A Satin Tulan Halmilla Mahogany

Kohomba Wewarana Hulanhik Sooriya mara

Category B Ginisapu

(Group-3): Roof Framework

Category A

Madan Milla Palu Wewarana Tulang Mee Valdel. Micro Kolon Etathimbiri Jak Dun Ginisapu Alastonia

Category B Domba Grandis Saligna

(Group-4): Ceiling Framework and Partitions

Category A

Satin Palu Milla Ketakala Tulang

Halmilla Mee Hulanhik Wewarana Valdel.

Kohomba Etathimbiri Teak Panakka Lunumidella

Albesia

Category B Domba Grandis Cyprus Saligna Boron treated pinus Albesia

(Group-5): Valance Board and Valley Boarding

Category A

Kolon Tulang Val Del Kohomba Mahogany Satin Hulanhik Wewarana

Sooriya mara Jak Panakka

Category B Ginisapu Grandis

(Group-6): Beadings :

Alstonia Mahogany Lunumidella

(Group-7): Special Timber

(Group-8): Beeralu

Category A Satin Kolon Mahogany Sooriyamara

Category B Saligna

(Group-9): Skirting

Category A Kolon Teak Panakka Coconut Mahogany

Category B Saligna


S07 - 7

1. GENERAL

PRICING PREAMBLES

a. The Bidder shall read and be conversant with the full description of workmanship and materials

as described in the Particular Specification and ICTAD Specification for the respective items of

work/ trades prior to the preparation of the Bid.

b. The Bidder shall refer to the relevant Clauses of Pricing Preamble when pricing composite item

of works.

c. The rate for each item must be comprehensive and must include for complying in all respects with

the requirements of the aforesaid specifications, these Pricing Preambles, cover all the obligations

under the Contract, and all matters and things necessary for the proper construction, completion

and maintenance of the Works. No claim for additional payment shall be allowed for any error or

misunderstanding by the Contractor of the work involved.

d. The rate for each item shall also include for all the following -

i. Labour and all connected costs ;

ii. Materials and goods including all connected costs;

iii. Preparatory works and setting out of particular item ;

iv. Complying with regulations of the Municipal Council and/or any other relevant authority under

which particular item of work is to be executed unless otherwise included in the Preliminaries ;

v. Fitting and fixing materials and goods in position, including hoisting to any height or lowering to

any depth and all temporary works, equipment and small tools ;

vi. Plant and equipment unless otherwise included in Preliminaries ;

vii. Handling of materials and working in situation where there is very restricted working space or no

working space ;

viii. Square cutting and Waste of materials ;

ix. Forming of ends, angles, miters and junctions between straight and raking or curved work ;

x. Protecting and cleaning ;

xi. All other incidental works and necessary works which are not described in the B.O.Q. but

described in the aforesaid specifications and or shown in the drawings for the proper completion

of the relevant item of work ;

xii. Establishment charges and overheads( not included in preliminaries or anywhere in the Bill Of

Quantities), and profits.

e. In addition to above, the rates for items of work in Substructure shall include for the works at

depths extending below ground water table where applicable including excavation under

water,removal and disposal of mud and sand and preparation of place to a condition suitable for

proper execution of the works.

Contd.,


S07 - 8

2. EXCAVATION AND EARTHWORK

a. All works under this section are measured net and no working space is allowed.

b. The Contractor shall be responsible for the design and execution of the excavation method which

is subject to scrutiny by the Engineer. However, scrutiny by the Engineer shall not in any way

relieve the contractor of his responsibilities and duty of care.

c. Existing ground levels shown in the Drawings have been taken at the surface of the ground, with

no particular differentiation to indicate buried foundations, pavings etc.

d. The Contractor shall note that the rate for compacted earth fill and granular fill, stone, gravel and

sand beds shall include for imported materials or materials from borrow areas.

e. Dewatering has been measured under the Items,

(i). Bill No.01 (Substructure), and

(ii). Priliminary Item Number (36), for furnishing of water pumps.

f. Rates for Excavation & Earthwork shall include for -

i. Accepting site as found and preparing to condition suitable for proper execution of the Works

ii. Excavating by whatever means are necessary including excavation done manually or by machine

in any type of ground including ground with boulders (except rock) and excavation around existing

RCC. bored piles and jet grout piles ;

iii. Trimming sides, keeping clean and consolidating bottom of basement, sumps, pits

and trenches ;

iv. Backfilling and disposal of surplus excavated materials as specified and directed ;

Any necessary additional works required due to

v.

a. Working space required by the Contractor ;

b. Earthworks supports ;

c. Formwork ;

vi. Any additional trimming or appropriate backfilling to provide specified or approved formations and

profiles necessitated by the uneven excavation of the earth, unless otherwise measured

separately ;

g. Rates for compacted earth fill, granular fill and gravel and sand beds shall include for finishing

sub-grade to slopes and falls, depositing in layers, leveling, blinding, and machine or hand-

packing to form vertical or battered or level faces, and for forming sinking where required under

floor slabs or sub-floor layers.

h. Rates for approved damp-proof membrane shall include for laps, and straight, raking and

circular cutting, and for notching around all obstructions.

Contd.,


S07 - 9

3. CONCRETE WORK

a. Rates for concrete work shall include for -

i. Mixing as per specification, depositing, handling, hoisting and placing at any height or depth ;

ii. In case of readymix concrete, transporting, admixtures, handling, pumping/hoisting and placing

at any height or depth ;

iii. Packing and tamping around reinforcement, including vibrating ;

iv. Contractor's designed kickers, construction joints and sealents ;

v. Finishing to slopes and falls, and preparing surface ready for screeds or paving, where necessary,

including cutting to sizes and temporary supports to form necessary grooves ;

vi. Curing ;

vii. Preparation of ground surface, grading to slope and falls, if any, and machine or hand packing to

form vertical or battered or level surface and all necessary formwork to edges of blinding concrete

in case of pile caps ground slab/ramps/beams.

FORMWORK

a. Formwork for similar concrete members are measured together irrespective of the height or

depth and the shape or form.

b. Extra-over rate for a particular type of high quality formwork should be applied only for the

areas of formwork which requires such high quality type formwork as specified.

c. Formwork shall be properly designed and strictly as described in the specifications for the

particular type of concrete surface finish and it should be sufficiently strong and grout tight.

d. Faces of Jet grouting piles, masonry and concrete work which will be formed or used as

formwork shall not be measured as formwork and no payment shall be made for same.

e. Rate for formwork shall include for -

i. Fabricating setting up and erection at any height or depth ;

ii. Strutting, supporting through lower floors and supporting at any level, including additional

propping, strutting and supporting decks ;

iii. Coating with shuttering oil and or lining ;

iv. Easing, striking and removing ;

v. Cleaning, preparing for reuse ;

vi. Removal when no longer required ;

vii. Props, stays, struts, wedges, bolts, incidental items and materials such as nails, screws

anchors hooks etc ;

Contd.,


S07 - 10

viii. All overlaps and passing at angles ;

ix. Labour at intersections and narrow widths ;

x. Rubbing down and making concrete surface good after removal of formwork ;

xi. All fillets, to form grooves, rebates and throats, splays or chamfers, raking and circular cutting,

and cutting around all pipes, sleeves, conduits, ducting, metal sections and fittings ;

xii. Providing samples as required by the Engineer of the different formed finishes specified.

REINFORCEMENT

a. i. Standard length of reinforcing bar for the purpose of measurement shall be 6.0 m.

ii. Payment for bar reinforcement shall be to be nearest 0.01 Metric Ton.

orcement shall include for -

i. Rolling margin ; (Variations not paied under BOQ quantities)

ii. Preparation of bar bending schedules ; (Counted only if not considered under Priliminary Item

No. 21)

iii. Straightening as required and cleaning of bars ;

iv. Cutting, bending and binding ;

v. Hoisting and placing in position at any height or depth ;

vi. Binding wires, and cover blocks.

vii. Necessary spacers. (inevitable laps & chairs paid separately)

viii. Aligning and supporting in position during concreting.

PRECAST CONCRETE WORKS

a. Rates for precast concrete works shall include for -

i. Moulds and for formwork with the required finish to all exposed surfaces in accordance with the

specifications, hacking surfaces to form key for rendering etc, and hoisting to any height or depth

including providing any lifting holes or other devices to the approval of the Engineer,building in,

including bedding and jointing in mortar as required, and any necessary strutting and supporting.

ii. The requirements of the Pricing Preamble clauses which refer to Concrete Work,Reinforcement

and Formwork.

iii. Loading, transporting to Site, unloading, handling and stacking.

iv. Hoisting and fixing in position at any height or depth.

Contd.,


S07 - 11

4. MASONRY WORK

a. In the calculation of the volumes of brick wall which are not multiples of the size of standard bricks,

the thickness of such walls shall be taken as the thickness of full bricks from which they can be

cut. The same principle of calculation of volume shall be used for all brickwork of which the cross-

sectional dimensions are not multiple of brick sizes.

b. Rates for brickwork/Block work shall include for -

i. Plumbing, angles,straight cutting,forming rebates,reveals and raking out joints for plastering;

ii. Splay cutting, rough cutting, fair cutting, forming chases or grooves for slabs, partitions,staircases,

roofs and the like, bonding ends of walls, building in or cutting and pinning in and making goods

on lintels, timber and steel works ;

iii. Building at any level or height of slabs or beams, additional labour in kerbs, isolated and attached

piers, all cutting, bonding at angles and intersections, building into or against adjacent work,

wedging and pinning up to soffits;

iv. Supplying and fixing metal clamps, Galvanized, steel boundary ties, and brick reinforcement etc;

v. Necessary cutting required in walls which are not multiples of brick size ;

vi. Preparing existing walls for raising and pinning new brickwork ;

vii. Bonding new walls to concrete faces and old walls where necessary, and materials to be used for

such bonding.

b1. Rates for Damp Proof Course shall include for -

i. Necessary leveling screed and trimming top of rubble/block/brick plinth wall ;

ii. Fair edges, rounded edges, drips and arises, angle fillets ;

iii. Turning nibs of asphalt into grooves ;

iv. Cutting to line and jointing new to old asphalt.

c. STONE WORK

Generally

Stones are defined as consolidated aggregates of one or more minerals and includes all types

of rock used in the construction industry.

c1 Rubble work

Rubble Stone masonry built of stones either irregular in shape as quarried or shaved and only

hammer dressed and having comparatively thick joints.

Rates for Rubble Masonry shall include for -

i. All joggles, cramps, dowels, ties, templates ;

ii. Plumbing, angles, fair returns, setting, jointing, eaves filling, pointing and fixing in position,

hoisting to any given height or depth ;

Contd.,


S07 - 12

iii. Bonding ends of walls, rough cutting and fair cutting ;

iv. Leveling up in walling for Damp Proof Courses, sills, thresholds, string courses, copings and

the like ;

v. Forming straight vertical joints next to dressings, panels, brickwork etc ;

vi. Forming openings and dressed margins ;

vii. Forming chases, throats, rebates, margin flutes, sinking, chamfered and rounded edges, and

all labour connected therewith.

c.2 Ashlar Stone masonry using dressed stone blocks of given dimensions having faces

perpendicular to each other and laid in courses.

Rates for stone work shall include for:-

i Extra material for curved work

ii. All rough and fair cutting

iii. Dressing

iv. Forming rough and fair grooves, throats, mortices, chases, rebates, holes, stops and mitres.

v. Raking out joints for key

vi. Labours in eaves filling

vii. Dressed margins to rubble work

viii. Leveling uncoursed work

ix. Rough and fair square cutting

x. Centering

xi. Wedging up and pinning to concrete soffits and steel work

xii. Building in frames, flashing, damp proof courses including filling hollows of corner blocks with

mortar

xiii. Building in ties, lugs, plates, lintels, pipe sleeves, inserts, switch boxes and the like. As the

work proceeds.

c.3 Stone Veneering work (Face rubble work)

i Stone lining upto 80mm along planes parallel to natural bed. The natural bed may be masonry

of brickwork or rubbel work, concrete surface.

ii. Stones cut into slabs of required thickness.

iii. Dressed to very close tolerances.

5. WATER PROOFING

a. Rates for Water Proofing shall include for ;

i. For necessary leveling and trimming top of rubble/block/brick plinth wall ;

ii. Fair edges, rounded edges, drips and arises, angle fillets ;

iii. Forming internal and external angles, bonding bricks/blocks and the like ;

iv. Turning nibs of asphalt into grooves and asphalting around brackets ;

v. Cutting to line and jointing new to old asphalt ;

vi. Temporary screeds, ground and rules.

Contd.,


S07 - 13

6. STRUCTURAL STEELWORK

a. Rate shall include for :

All shop fabrication work, including cutting, drilling, bolting, riveting, welding, grinding,

delivering, unloading, hoisting, erecting and fixing.

7. METAL WORKS

a. Type and quality of steel to be used for metal work shall be as per drawings and relevant

specification clause and or shall conform to latest British Standards.

b. Contractor to prepare shop drawings for approval of the Engineer.

c. Rates for Metal Work shall include for anchors, screws, dissimilar metals and providing thermal

movement and the preamble clauses for Structural Steel Work where relevant and they shall

apply equally to relevant items of this section.

Aluminum component

d. Fabrication & fixing of Aluminum components shall be carried out by experienced tradesman.The

Contractor shall furnish particulars of Aluminum fabricator through the engineer for his approval.

The Contractor will be required to furnish a guarantee on material and workmanship for a period

of 8 years from the date of handing over of Works in the form required by the employer, binding

the Aluminum manufacturer and the Contractor jointly and severally

e. Rate for Aluminum doors, windows & partitions shall include for

i. Glass and glazing

ii. All necessary ironmongery (For Doors; Door Locks, Door Handles and Door Closers shall be

quorted as separate Items in the BOQ)

iii. Furnishing shop drawings (materials & workmenship should be accordance with the

specifications given under the aluminium works)

Note: This component shall ignore, if the contractor intends to quote it under Preliminaries Item

No. 21

iv. Furnishing guarantee's as required by the employer

v. Sampling and submission of test reports to the engineer as directed

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8. ROOF COVERING AND ROOF PLUMBING

a. Rates for roof covering and roof plumbing shall include for :

i. Hoisting, placing and fixing in position ;

ii. Straight cutting, raking cutting, circular cutting, notching, and working around obstructions and

waste ;

iii. Nails, screws and the like ;

iv. Drilling and making holes or opening and the like;

Contd.,


S07 - 14

b. Rates for flashings shall include for the following in addition to the requirement of "a" above -

i. Bending and cutting to required shape and forming roll edges ;

ii. Angles, edges and ends ;

iii. Notching over roofing ribs or dressing into roof cover/concrete as the case may be ;

iv. Forming and dressing into or around walls at obstructions and the like ;

v. Stepping up ;

vi. Sealing with sealant materials.

9. CARPENTRY(Roof and ceiling frame)

a. Sizes of all timber given are finished sizes.

b. All timber shall be well seasoned and treated against insect and termite attack before

fixing in position

c. Rates for carpentry shall include for -

i. Any type of cutting required, sawing, notching, drilling, trimming, framing, jointing, splayed edges

and the like, hoisting and fixing in position with nails, spikes, plugs, screws, and gluing and priming

to joints and ends ;

ii. Forming splayed edge, grooves, chamfers, scribed and rounded edge, beveling,molding and the

like ;

iii. Plugging, wedging, nuts and washers with bolts,sprockets and pins and the like ;

iv. Nogging or solid bridging, cut between studs or joints for structural timber.

v. Rebating, singings, grooving, mortising ;

vi. Additional timber lengths required for carpentry jointing ;

vii. Protection and keeping clean for staining, polishing or painting where applicable ;

d. Rates for roof decking shall include for machine sanding, protecting and preparing in addition to

the requirements c above.

e. Rates for walls and ceiling lining shall include for jointing and fixing to walls/ ceiling/ eaves etc. all

cover and joint strips, in addition to the requirements c above.

f. Rates for timber paneling/wall lining shall include for cover moldings, sills, stiles and head

moldings to openings as relevant.

10. JOINERY

a. Sizes of all timber given are finished sizes.

b. All timber shall be well seasoned and treated against insect and termite attack before fixing.

c. Timber used for joinery works shall be well seasoned well treated and in one species of special

class timber recommended for the particular class of Joinery works as specified in the

Specification.

Contd.,


S07 - 15

d. Rates for Joinery shall include for -

i. Any type of cutting required, sawing, notching, drilling, trimming, planing, forming and jointing and

the like, fixing in position complete with nails, spikes, plugs, screws and gluing and priming to

joints and ends ;

ii. Forming splayed and tongued edges, rebates mortises, grooves, chamfers, scribed and rounded

edges, beveling, moulding, margin and the like and rounded corners, sinkings ;

iii. Working to stated sizes, for all short lengths making mitres, joints and ends ;

iv. Necessary bolts, dowels metal clips, anchors, grips and fixing joinery ;

v. Glueing, dowelling, plugging, wedging pining and the like ;

vi. Punching heads and filling with approved filler if nails or pins are used for fixing ;

vii. Countersinking and filling heads with approved filler, if brass screws are used for fixing ;

viii. Painting rebates of frames before fixing glass ;

ix. Bedding in cement mortar filling and hanging to frame lining ;

x. Keeping clean for staining, polishing or painting;

xi. Painting, Laquering or Varnishing as specified.

e. Preambles for Glazing section and a, b and c under Painting and Decorating section shall equally

apply to Joinery works.

f. Ironmongary

i. All cutting, fitting, sinking, boring, mortising ;

ii. Matching screws for ironmongery

iii. Removing during decoration, refixing after decoration, leaving oil and in proper working order on

completion and supplying and labeling all keys and handing over to Employer.

11. WALL,FLOOR AND CEILING FINISHES

a. i. All works under this trade shall be measured in m2 after deduction for voids,openings, doors and

windows

ii. All other small quantities/panels/narrow widths/ arises/ reveals/ angles/ ends/short lengths including

those of tiling work on door and window jambs and reveals are measured together with the

respective tiling item and labour in such work shall be included in the rate for the main finishing

item and they shall not be measured/paid separately.

b. Rates for wall, floor, ceiling finishings and wall floor screed and bedding shall include for -

i. All temporary rules, screeds, templates and supports, curing and cleaning off on completion

and exact thickness required to finish ;

ii. Caulked joints and making good and cutting around bolts, pipes conduits,sleeves, ducting,

fittings, sections, obstructions and the like ;

iii. Tamping and compacting ;

Contd.,


S07 - 16

iv. Raking out joints of new brickwork/Block work or hacking concrete to form key, including

brushing, cleaning off and dampening ;

v. Forming internal and external angles and arises ;

vi. Any extra thickness required to finish to true levels ;

vii. Any additional dubbing out required to plastered surfaces of brickwork and to the finished

surface of concrete to obtain the requisite standard of finish ;

viii. Samples to be submitted for the approval of the Engineer.

c. Rates for tile slab or block finishing to floor and wall shall also include for the following in

addition to the above -

i. Straight raking and circular cutting ;

ii. Dubbing out or packing to concrete surface to correct deviations within specified tolerance ;

iii. Laying or finishing to falls or cross falls ;

iv. Expansion joints at perimeter and between bays where required in case of floor tile paving ;

v. Sand blasting, cleaning, waxing and appropriate floor finishings.

d. Rates for ceiling lining shall include for the following

i. Working to sides and soffits of attached or isolated beams and soffit of staircases where

relevant;

ii. Additional forming required for lighting and air-conditioning grills ;

iii. Straight, raking and circular cutting ;

iv. Neoprene sealing for air tightness around hatches if any ;

v. Matching edges where cutting occurs and for filling the heads of fixings with approved filler

vi. Painted mild steel hanging rods.

12. GLAZING

a. i. Type of Glazing shall be as specified.

ii. Thickness of glazing shall be as per the design of the approved specialist contractor who will

be engaged by the Contractor. However, the minimum thickness shall be 6mm.

b. Rates for Glazing shall include for -

i. Glazing, fixing, bedding priming and panel pins and other materials and labour for same and

cutting to size ;

ii. Templates, straight cutting, circular cutting, grinding edges or special type of edges required

and sand blasting ;

iii. Glazing beads, washlether or neoprene strip, glazing sealant, weather stripping, caulking joint

silicone joint ;

Contd.,


S07 - 17

iv. Replacing cracked or broken glass ;

v. Making holes where necessary ;

vi. Samples to be submitted for the approval of the Engineer.

13. PAINTING AND DECORATING

Note

Colour and the quality of all paint and other painting materials shall be approved by the

Engineer prior to use.

a. Rates for painting shall include for -

i. Preparation of surfaces, cleaning down, smoothing, etc ;

ii. Submission of samples for the approval of the Engineer ;

iii. Protection of floors, walls and fittings etc ;

iv. Working to returns, painting in any colour, multi- colour works, cutting into line at junctions of

different colours at angles or plain surfaces, painting in small quantities ;

v. Cleaning down upon completion

b. Rates for work to isolated general surfaces shall include for working on door frames,

linings,window subframes (where of a differing material to the window), skirting, rails, architrave's,

bars,posts, balusters and the like.

c. Rates for work to glazed general surfaces, glazed windows and the like (measured both sides,flat

over glass, irrespective of size and panes) shall include for work to edges and glazing rebates,

returns and moldings of frames, mullions, transoms, architaves and the like.

d. Rates for work to pipes and conduits (which shall include trunking, ducting and the like) shall

include for all work on hangers, supports, brackets and the like.

14. PLUMBING

a. The rates for Plumbing shall include for :

i. Refer specifications for full description of materials and workmanship.

ii. Screws, nails, sockets, connectors, backnuts, nipples, and standard pipe fixing or supporting

clips, saddles, brackets straps, screws, nails, solder rivets connectors, flanges pipe sleeves,

brackets, made bend holder bats and the like.

iii. Short lengths, joints connections and couplers in running length.

iv. Sealing, fixing and support with holder bats or pipe clips cut and pinned built in wall or slabs.

v. Plugging screwing to walls or ceiling

vi. All laps, straight cutting and waste

vii. The fittings including bends, tees, collars, reducers elbows, valve sockets, junctions, caps and

the like for pipe less than or equal 50mm dia pipe.

viii. Jointing compound, solvent cement and incidental materials and labour.

ix. Connecting pipes to sanitary fixtures and appliances.

Contd.,


S07 - 18

x. Standard and special pipe fixing arrangement where necessary fittings, supporting

clips,saddles,brackets, holder bats straps etc.

xi. All builders works such as chasing and forming holes through brick work/ blockwork/ foundations

and concrete slabs beams columns floor slabs manholes and like and making good all damages.

xii. Testing and disaffection after completion.

b. Rates for sanitary fittings shall include for

i. Fittings such as taps, waste water outlet, flushing cistern, internal overflows and the like and

supporting brackets, incidental materials for fixing.

ii. Assembling, jointing together, fixing components parts and jointing to pipes including necessary

coupling and for leaving perfectly clean undamaged and in perfect working order as on

completion.

c. Jointing and or connecting pipes to sanitary fittings.

Any special water supply and drainage fittings such as bends, tees, reducers etc. unless

otherwise specified separately in the Bill of Quantities, shall be deemed to have been included in

the relevant items and such items should accordingly be rated to include for such specials etc.

and for any extra work involved and the satisfactory completion of such items.

Where pipes pass through walls or slabs these shall be wrapped with a layer of inert materials.

For pipes exceeding 50 mm dia sleeve pipes shall be used for the full thickness of slabs, walls or

beams through which the pipes pass.

DRAINAGE WORK

a. The provisions and the clauses of precedence trades shall equally apply to relevant item of this

trade.

b. The rates for trench excavation for pipes shall include for depending and widening the trench as

necessary to enable the barrels of pipes of rest on firm and to facilitate jointing.

c. The rates for rock excavation in trench excavations shall include for importing selected materials

to replace any excavated rock which is unsuitable for back filling and for all additional rock

excavation and appropriate filling beyond the maximum measurable in accordance with the

specification.

d. The rates for concrete beds and surrounds to pipes shall include for flexible joints and any

necessary formwork where required by the specification.

15. ELECTRICAL INSTALLATIONS

a. The execution of Electrical Installation shall every respect comply with the current Regulations of

the Institute of Electrical Engineers, London, requirements of Ceylon Electricity Board and the

area Authority.

b. The rates for equipment and control area, distribution boards, meters, switches, fuses, etc. shall

include for connecting up, fixings and supports for the complete installation and for suitable

mounting boards, frames, supports, housings and cabinets where required.

c. The rates for cables, tape, bus-bar trunking etc. (except where included in sub circuits or electrical

points) and the like shall include for joints in the running length, all allowances for sagging snaking,

for drawings through conduits,laying in trunking of surface fixing where retired with cable

supports, clears, hangers, channels, insulators and the like.

d. i. The rates for cables and the like laid in benches shall include for drawing through conduits or ducts

where required.

ii. The rates for cable terminations shall include for all connections point boxes, insulating and jointing

materials, cable terminations glands, lock nuts, bushes and the like.

Contd.,


S07 - 19

e.i. The rates for conduits trunking cable tray etc. (except where included in sub circuits of electrical

points) and the like shall include for all short lengths, joints and couplers in the running length,

and for all fixings and supports with approved saddles, crumpets, clips and the like cut and

pinned, built-in or plugged and screwed to walls or ceilings including chasing brick work, block

work, concrete slab beams walls columns and the like and make good.

ii. The rates for conduits and the like shall include for all bends, tees, socket and the like,cutting,

screwing, threading, jointing and providing all conduit boxes, junction boxes and the like.

f. The rates for the installation of sub main circuits, lighting points switched points, socket outlets,

fused spur outlets, isolators, etc. (other than those applicable to the distribution switch gear) shall

include where applicable, for all conduit, trunking, cable tray, cabling, terminations, fixings and

connections from the distribution

switched gear to and including the point (accessories measured separately) and shall be deemed

to include for any item mentioned in the Electrical installation Specification but not shown on the

drawings and vice-versa.

g. The rates for lighting fittings, fittings such as ceiling fans and extract fans, and for appliances such

as air- conditioning units shall include for assembly, fixing and connection from the spur outlet or

isolator to the fitting or appliance with all necessary additional wiring earthing and outlet roses

and leaving perfectly clean and undamaged on completion.

h. The rates for fixing only fittings and appliances provided by the employer should include in addition

to the foregoing for accepting delivery, storing and handling the fittings and providing any

additional materials and internal wiring.

j. The rates for connections only to fittings and appliances such as pumps, water heaters, air

conditioning units and extract fans shall include for connection from the isolator or spur outlet to

the fitting or appliance (these being measured separately) , with all necessary additional wiring,

earthing and outlet roses.

k. The rates for power outlets shall include for mounting boxes and frames.

l. The rates for power switched with remote outlets shall include for the additional outlet plates and

boxes.

m. The rates for switched socket outlets shall include for 1 No fused plug top and 4 No fuse links.

n. The preceding preambles shall apply equally to auxiliary installations such as TV installations,

telephone installations, and bell signal systems.

o. Painting of timber work and metal work.

p. If the items of electrical installation are measured as sub circuit point wiring or in electrical

points, the rates for such items shall include for :

i. The preceding clauses of this trade where relevant.

ii. Preparation of asbuilt drawings to be submitted to Employer at the handing

over/ practical completion.

iii. All items and accessories required for proper installation as per specification and

regulation up to load point and labour connected therewith.

iv. All wiring, conduiting and cables and labour connected therewith if not measured

separately.

v. Items specified in the specification but not shown in the drawings.

vi. Disconnecting and refixing of electrical fitting and appliances as required for the

convenience of other trades.

vii. Painting of timber work metal work executed under this trade.

q. Rate to include submission of Megar Test report of the building Elactrical Installation from

Charted Elactrical Engineer


S07 - 20

PRELIMINARIES

Note 1 :The Engineer/Consultant may modify or amended any item, or

delete inappropriate item/s or add new item/s, depending the nature of

the proposed work.

Note 2 :Mode of payment are as below

Mode Of Payment Category

Reimbursement of actual cost on submission of the relevant

document acceptable to the Engineer plus 5% of the actual cost

of obtaining the Insurance Policies and Securities.

A

To be paid on signing of the formal Contract Agreement. B

60% on completion of temporary buildings or structures. 30% in

equal instalments over the contract period and balance 10% on

dismantling and removal on completion.

C

Paid on satisfactorily completion of the item. D

In equal instalments over the contract period. E

Mode of payment to be mutually agreed between Contractor and

the Employer at the commencement of contract in relation to the

programme of work.

F

On the completion of works. G

Note 3 : The above recommended percentages may be adjusted by the

Employer/ Consultant to audit the particular project.

Serial

No

Description

Mode of

payment

category

Unit

Amount

1

Insurance and Securities

Allow for providing a Performance Security

Allow for providing an Advanced Payment Security

Provisional sum for insurance of Works, Machinery &

Equipment, Plant, Materials, third party persons &

property and Employer's personnel & property at site

as per the Contract

(a ) Provisional sum for insurance against accidents

and injury to Contractor's personnel as per the

contract

( b )Provisional sum for Insurance cover for inquires

and damages to Engineer's personnel

Total Carried Forward

A

Provisional

sum 200,000.00

2 A Provisional

sum 650,000.00

3

Provisional

A sum 500,000.00

4

A Provisional

sum 300,000.00

Provisional

A sum 300,000.00

1,950,000.00


S07 - 21

Brought forward

C

D

E

C

C

1,950,000.00

Engineer's Facilities

5 Allow lump sum for constructing, maintaining

dismantling and removal on completion of the

Works, a temporary building for Engineer's

requirements , including necessary furniture and

fittings, furnishing , sanitary facilities and other

facilities such as Item

( a ) Minimum size of the office space not less than

36 m2 ( 9m x 4m ) and to be air conditioned

throughout the project period with drinking water

facilities with hot and cold water dispenser. ( AC

units to be handed over at the end of project)

( b ) Furniture such as 3 No. tables & 6 No.chairs for

( c ) Laptop computer & Desktop computer ( I7 ) with

4 in 1 laser printer with internet facility through out

the project period. ( Items under sub item (b) & © to

be handed over at the end of project)

( d ) Allow sum for providing safety facility for the

Engineer and his staff during construction. ( Safety

helmets, Boots and other facilities )

6 Allow lump sum for providing telephone and

facsimile facilities , electricity and water services for

the engineer's site office for their use in connection

with the Works Item

7 Allow lump sum for maintenance, rental,

consumption charges etc. for telephone and

facsimile facilities , electricity and water services for

the engineer's site office for their use in connection

with the Works Item

Contactor's facilities



Works, a temporary site office of adequate size

including staff rest room and toilets and other

facilities for the contractor's site management staff in

accordance with the plans prepared by the

contractor and concurred by the Engineer. Item



Works, buildings to be used as workshops and

stores for perishable materials. Buildings shall be

constructed in accordance with the drawings

prepared by the Contractor and concurred by the

Engineer. The lump sum shall also include for

altering, modifying or dismantling and re-erecting

within the site all temporary buildings / structures if

required. Item



S07 - 22

Brought forward


dismantling and removal on completion of the Works,

temporary buildings in accordance with the plans

prepared by the Contractor and concurred by the

Engineer to accommodate the following:

C Item

1.Workers' rest room, canteen facilities, kitchen

2.Toilet and wash areas

3. Sick / First-Aid room

4. Accomodation for Contractor's staff and

workmen including sanitary facilities on site,

if applicable

Facilities to workmen shall conform to the latest

public health and industrial regulations

11 Allow lump sum for providing accommodation

including sanitary facilities and transport for

Contractors staff and workmen off site

E

Item

12 Allow lump sum for providing telephone and facsimile

facilities , electricity and water services for the

Contractor's site office for their use in connection with

the Works

D

Item

13 Allow lump sum for maintenance, rental, consumption

charges etc.. for telephone and facsimile facilities ,

electricity and water services for the Contractor's site

office for their use in connection with the Works

E

Item

14 Allow lump sum for Contractor's transport facilities at

site

E

Item

15

Construction management and supervision

Allow lump sum for employing suitably qualified and

experienced technical personnel on full time basis for

Construction Management Services at the site

E

Item

Category Qualification

Month

Salary (Rs)

Engineer

(Full time)

B.Sc. Civil

( 5 Year exp.) 120,000.00

Technical

Officer

(Full time)

NDT Civil or

Equivalent

( 7 year exp.)

60,000.00



S07 - 23

16

Brought forward

Allow lump sum for employing supervisory staff not

listed under item 15 above, on full time basis. Listed

below are the particulars of staff to be engaged

E Item

Category Qualification Salary (Rs)

Chartered

Engineer

(Visiting)

Charter in Civil

Engineering

2,000.00

per hour, 5

hours per

week

Technical Officer

( Electrical)

NDT Electrical

or Equivalent

( 5 year exp.)

1500.00

per day

Setting Out

17 Allow lump sum for employing a licensed land

surveyor to define the building site work etc. , check

levels and carry out such other survey as may be

necessary to establish accurately the placing of forms

and pouring of concrete and all other setting out in

both vertical and horizontal plane.

F Item

18 Allow lump sum for setting out of Works in accordance

with drawings and other written information given by

the Engineer

F

Item

Quality ,Standards and Progress

19 Allow lump sum for provision of progress reports

including photographic records and other schedules

included in the ICTAD publication - Guidelines for

Effective Construction Management.

(ICTAD/CM/01), relevant to contract administration as

directed by the Engineer

E

Item

20 Allow lump sum for all cost in connection with

preparing samples for testing, making arrangements

for testing of Materials, Goods etc. as stipulated in the

specification, obtaining test reports and submitting the

same to the Engineer

E

Item

21 Allow lump sum for provision of shop drawings ,bar

schedules etc. for Engineer's approval

E

Item

22 Allow lump sum for provision of 2 sets of (hard copies

and soft copies) as - built drawings of all services , for

Engineers approval

D

Item



S07 - 24

23

Brought forward Health Safety and Environment

Allow lump sum for engaging the service of an

adequately trained person to attend to first-aid medical

duties including a provision of a first aid box and

regular supply of medicine ,linen etc

Allow lump sum for providing and maintaining a first-

aid box and regular supply of medicine ,linen etc.

Allow lump sum for the following services throughout

the period of construction for the Engineer's office,

Contractor's site office and worker's rest room and

other facilities;

a. Employing workmen to clean and maintaining all

areas to be in good hygienic conditions including

toilets , wash areas , kitchen etc.

b. Supplying adequate drinking water , water for

washing purposes, soap, detergent, etc. throughout

the period of construction

Allow lump sum for providing all necessary safety

measures to workmen at site confirming to the latest

industrial safety regulations and as directed by the

Engineer

Allow lump sum for making adequate provisions

against air and noise pollution of surrounding areas.

Hoarding and dust screens shall be provided to control

dust escaping to surrounding areas

Allow lump sum for maintaining the site in a clean and

orderly manner at all times and during the entire

contract period

The Contractor shall take due care to prevent water

Allow lump sum for demobilization , removal of all

rubbish & debris and clearing up site on completion ,

leaving all in good order and handing over

Security and Protection

Allow lump sum for employing an adequate number of

security personnel and security systems on full time

basis throughout the period of construction, and

providing for necessary security lighting and a warning

system

Allow lump sum for providing and maintaining

necessary fencing ,hoarding and gates for

safeguarding the Works , Materials and plant as

directed by the Engineer


E

Item

24

E Item

25

E

Item

26

E

Item

27

E

Item

28

E Item

29

G Item

30

E

Item

31

E

Item


S07 - 25

Brought forward

32 Allow lump sum for protection of public and private

services at site. The Contractor shall take due care

to protect, water supply and drainage systems,

telephone and overhead / buried electrical cables

etc. whose locations are identified and made

available to the bidder at the time of bidding , unless

earmarked for demolition, during the execution of the

Works. The contractor is to make good any damage

due to any cause within his control at his own

expenses or pay any cost and charges in connection

therewith. E Item

Services and Facilities

33 Allow lump sum for supply of water for the Works

and paying all charges and other expenses in

connection with the supply from water mains or any

other alternative method of water supply , storage

and reticulation E Item

34 Allow lump sum for supplying temporary electricity

for the Works including connection, distribution

system for the works , internal arrangements and all

payments to the authorities for consumption E Item

35 Allow lump sum for providing hoisting equipment

and other plant for the use of the Works on site(dry F Item

36 Allow lump sum for providing small machinery and

equipment for the use of the Works at site. F Item (a ). Hammer drill.

(b ). Jack hammer.

(c ). Compressor.

(d ). water pump with necessary accessories for

working order

(e ). Welding Plant.

37 Allow lump sum for erecting and maintaining

scaffolding and/or self climbing platforms. Such

scaffolding etc. shall be removed on completion and

all Works disturbed shall be made good. F Item

Miscellaneous

38 Allow lump sum for stamp duty in accordance with

the prevailing regulations of the Government B Item

39 Allow lump sum for providing and maintaining a

name board to the specifications and/or as directed

by the Engineer C Item

40 Allow lump sum for excavation for trial pits / trial

trenches as specified or as directed by the Engineer

as for locating services etc. and reinstating the

ground and making good disturbed work to the

satisfaction of the Engineer F Item

TOTAL CARRIED TO SUMMARY ON PAGE S 07 - 140


S07 - 26

ITEM DESCRIPTION Qty UNIT RATE AMOUNT


A- DEMOLITION

1.A.1 Disconnecting, removing existing electrical

wiring, fittings. Etc. and stacking away all

serviceable material and handing over to

Client as per Engineer's approval in

Entrance lobby, restaurant, kitchen, existing

store buildings, laundry, connecting

corridors...etc. Rate to include providing

temporary connections for other building

from existing supply mains. 1 Item

1.A.2 Disconnecting and removing existing

telephone/fax/data systems/wiring, fittings.

Etc.. where necessary and re-fixing same

after repair works completion to working

order and to the Engineer's approval.

1 Item

1.A.3 Roof removing tiles or asbestos sheets or

both and timber, stacking serviceable

materials and clearing debris away as

specified in single storied buildings. Rate to

include removing of clay tiles on existing

roof covering and disposing them and

clearing debris away from work site. 700 m2

1.A.4 Roof removing tiles or asbestos sheets or

both and timber, stacking serviceable

materials and clearing debris away as. Rate

to include removing of clay tiles on existing

roof covering, removing of Ridge tiles and

disposing them and clearing debris away

from work site. specified in two storied

buildings 830 m2

1.A.5 Removing ceiling asbestos including timber

framework, stacking serviceable materials

and clearing debris away in single storied

buildings

180 m2

1.A.6 Removing of existing roof trusses at kitchen

building 3 Nr.

1.A.7 Removing and stacking gutter from roofs of

single storied buildings 160 m Total Carried Forward


S07 - 27


Brought forward

1.A.8 Removing and stacking gutter from roofs of

two storied buildings 155 m

1.A.9 Removing and stacking down pipe from

roof gutter of single storied buildings 100 m

1.A.10 Removing and stacking down pipe from

roof gutter of two storied buildings 80 m

1.A.11 Removing and stacking Valance, Barge

board materials and clearing debris away

in single storied building 200 m

1.A.12 Removing and stacking Valance, Barge

board materials and clearing debris away

in two storied building 155 m

1.A.13 Removing and stacking Door or Window

from existing walls including sashes. 75 Nr

1.A.14 Removing and stacking Door or Window

sash only from existing Frame. 5 Nr

1.A.15 Removing and stacking Metal grill of

window and clearing debris away. ( Max.

Area - 4m2) 20 Nr

1.A.16 Removing and stacking Metal Door or

Window from existing walls , Size

approximately - 1900 x 1900mm 2 Nr.

1.A.17 Removing and stacking partitions and

clearing debris away including making good

to walls and floors

90 m2

1.A.18 Removing damaged pantry cupboard and

Kitchen appliances and clearing debris

away. 1 Item

1.A.19 Removing timber handrail and guard rail of

stair and stacking away all serviceable

material and handing over to Client as per

Engineer's approval and clearing debris

away as specified by the Engineer. 20 m



S07 - 28


Brought forward

1.A.20 Demolishing brickwork in cement stacking

brick and clearing debris away

35

m3

1.A.21 Demolishing Reinforced Cement Concrete /

mass concrete / floor concrete…etc. and

clearing debris away from work site in

floors, or beams or columns 8 m3

1.A.22 Removing of bathroom fittings including

wash basins, Closed Coupled Water

Closets/squatting pan, Bidets, shower

roses, tap wares, mirrors, soap trays…etc.

in functioning toilets/bathrooms and in

restaurant area (male, female, staff and

workers and restaurant ...etc.) and stacking

away the material without making any

damage and to the Engineers approval.

Rate to include plugging sewer connections

and water connections and floor made good

for repair works.

1 Item

1.A.23 Removing of Kitchen Sink with fittings and

stacking away the serviceable material

without making any damage and to the

Engineers approval. Rate to include

plugging waste water connections and

water connections and floor made good for

repair works. 4 Nr

Removing / Demolishing of floor tiles

including tile bed and cart away debris to

the Engineers approval.

1.A.24 Ground Floor - Staff Accommodation,

Dormitory & drivers, Laundry & bathroom 255 m2

1.A.25 Removing/Demolishing of wall tiles

including tile bed and cart away debris to

the Engineers approval.

160 m2

Chipping floor rendering, cement, and

clearing debris away floors

1.A.26 Ground Floor - Staff Accommodation,

Service area ,Corridor & veranda

355

m2



S07 - 29


Brought forward

m2

m2

m2

m2

m2

m2

m2

m2

1.A.27 First Floor - Staff Accommodation,

Service area ,Corridor & veranda 15

Chipping floor rendering, cement, and

clearing debris away from concrete floors

1.A.28 At First Floor Kitchen

120

1.A.29 Demolishing floors brick paved, and

clearing debris away 20

Chipping internal plaster/ external plaster

with skirting, and clearing debris away from

brick wall / block walls

1.A.30 In Staff accommodation, laundry &

Dormitory. 635

1.A.31 In First floor Kitchen , Store & Entrance

building 385

1.A.32 Chipping internal plaster/ external plaster

and clearing debris away from Isolated

columns, mouldings and Beams

300

1.A.33 Chipping Cement plastering , and clearing

debris away from soffit of slab 35

1.A.34 Cutting new openings or cutting edges of

existing opening to insert Door /window in

existing Brick wall .Rate to include for

making the edges good and clearing

debris away. (Lintel concrete, reveal

plastering measured separately ). 65



S07 - 30


Brought forward

1.A.35 Removing / Demolishing of existing

Manholes . Rate to include for Removing

and stacking existing interlocks paving ,

removing of all unserviceable material ,

carting away the debris and filling the voids

to match with existing Ground. 8 Nr.

1.A.36 Removing / Demolishing of existing septic

tank including removal of sludge using gully

bowser . Rate shall include for Removing

and stacking existing interlocks paving,

removing of all debris and unserviceable

material carting away from the site , filling

the voids to match with existing Ground

(Filling of pit will be measured separately)

2 Nr.

1.A.37 Removing / Demolishing of existing

soakage pit . Rate shall include for

Removing and stacking existing interlocks

paving, removing of all debris and

unserviceable material carting away from

the site , filling the voids to match with

existing Ground (Filling of pit will be

measured separately) 2 Nr.

1.A.38 Demolition/removing of existing curb wall

and clearing debris away. 50 m

1.A.39 Demolishing drains and clearing debris

away. Rate shall include for removing and

stacking existing interlock paving and

clearing debris away. 200 m

1.A.40 Transporting debris cleared away from site

by tractor (app 20 miles away). Rate to

include loading & unloading 10 Load

1.A.41 Transporting debris cleared away with in

site by tractor . Rate to include loading &

unloading 5 Days

1.A.42 Removing of Timber column as specified by

the Engineer 5 Nr

TOTAL CARRIED TO COLLECTION ON PAGE NO S07- 38


S07 - 31


B - SITE CLEARING, EXCAVATION &

EARTH WORK

1.B.1 Clearing site including grubbing out and

clearing of any existing footings ,disused

drains, pipe serviceable or any other

matters not carried out by prior demolition

including removal of roots and growth of

every description, up to 1000 mm beyond

the outer edge of the proposed Ramp and

carting away the waste material from the

site where directed by Engineer. (Approx.

400 m2 ) 400 m2

1.B.2 Removing top soil to a depth not exceeding

150mm & depositing as directed within site 400 m2

1.B.3 Cutting and removing of roots without

damaging structures and tree where the

roots can cause severe cracking in

structures of existing building and carting

away the waste material from the site where

directed and levelling site as per Engineers

instruction and working order. Rate shall

include for necessary excavation, filling the

voids to match with existing Ground. (1 Nr

of quantity considered for roots of 1 No

Tree) 5 Nr

1.B.4 Removing trees and stumps size of girth

varies beyond 1.2 m and up to 2.4 m and

girths are measured at 1.0 m height above

ground level including cutting of trunks and

branches, grubbing up roots…etc. and

clearing site and levelling the ground with

necessary fillings. 5 Nr

1.B.5 Removing coconut trees and stumps

approx. height varies beyond 3 m and up to

6 m including cutting of branches, grubbing

up roots…etc. and clearing site and

levelling the ground with necessary fillings.

3 Nr



S07 - 32


1.B.6

Brought forward

Excavation & Earth work

Excavation commencing from existing

ground level, not exceeding 1.00 m deep in

any materials except rock requiring blasting,

part return fill in ram and surplus disposed

as directed.

For column footings for connecting slab

For wall trenches

For curb wall trenches

For ramp foundation

For pavement

For waste water treatment plant


ground level, exceeding 1.0 M but not

exceeding 2.0 M deep in any material except

rock requiring blasting, backfilling and

disposal of surplus earth as directed.

For waste water treatment plant

Filling under floors & backfilling

Filling under floors including levelling,

watering & compacting (well rammed and

consolidated) in 150mm layers with

imported, selected earth.

Filling under floors including levelling,

watering & compacting (well rammed and

consolidated) in 150mm layers with

available, selected earth.

Backfilling & compacting pits and trenches

(well rammed and consolidated) in 150mm

layers with available, selected earth.


10.20

m3

1.B.7 8.20 m3

1.B.8 4.00 m3

1.B.9 5.00 m3

1.B.10 30.00 m3

1.B.11 8.5 m3

1.B.12

8.5

m3

1.B.13

30.00

m3

1.B.14

15.00

m3

1.B.15

15.00

m3


S07 - 33


Brought forward

Dewatering

1.B.16 Allow for dewatering, in the manner

approved by the engineer to keep all

excavation dry until all works in substructure

are completed. furnishing of water pumps

are considered under Preliminary Item

Number (36) . (payment will be made only

for the actually execution the order of the

engineer )

1.00

item

Anti Termite Treatment

1.B.17 Allow for anti termite treatment for barrier

and colony elimination at post construction

stage.(600-1000mm spacing in floor shall be

drilled in both ways and chemical to be

applied as per specification & in pressurized

manner) The service provider should hold a

valid license for termite treatment issued

from Department of Agriculture. Rate to

include for a complete treatment with

1.Treatment before placing the foundation.

2. Treatment after placing floor concrete

3. Treatment along the periphery of the

building. The service provider should give

minimum 10 years warranty against termite

treatment. the service provider should

submit the list of Termiticide intended to use

for Engineer's approval. the following

minimum requirements to be maintained.

1.Application rate 5l/m2

2.Termiticide Concentration : 12.5ml/L

3. Termite pump pressure rate : 250 psi (

Approx. area 1000 m2)

1000.00

m2



S07 - 34


C - CONCRETE WORK

Mass / Lean Concrete

Mass / Lean, screed concrete in

foundations, work inclusive of, pouring,

ramming and levelling in pits or trenches.

75mm thick lean concrete Grade' C - 15 ' in

the following ;

1.C.1 Under column footings 12.00 m2

Mass Concrete

Mass Concrete Grade 'C - 15 ' in the following.

1.C.2 150mm thick under wall foundations 15.00 m2

1.C.3 Supply & Laying 1000 gauge Polythene

membrane. 15.00

m2

Mass Concrete

Mass Concrete Grade 'C - 20 ' in the following.

1.C.4

75 mm thick ground floor concrete with

one layer

Ground Floor - Staff Accommodation

,Dormitory , Laundry, Store & corridor

Ground Floor - Connecting Corridor

Reinforced Concrete

Reinforced cement concrete Grade 'C -

25 ' in the following

In column footings

In column footings

In plinth beams


410.00

m2

1.C.5 115.00 m2

1.C.6

2.50

m3

1.C.7 0.75 m3

1.C.8 0.50 m3


S07 - 35


Brought forward

Expansion joint

1.C.9 25mm thick expansion joints in ground floor,

the 1st , 3/4 of depth filled with bituminous fill

& final top 1/4 of depth filled

with mastic compound. ( bitumen sealing

compound)

60.00

m

Formwork

Note :Refer pricing preambles

Formwork is measured as the net contact

surface measurement between concrete

and formwork Form work for columns and

beams is given as a girth measurement.

Refer section 5.2 in specification for full

description of materials and workmen ship.

Formwork shall provide a finish to concrete

surface to receive plaster as per section

5.4.8.11 in Specification.

Form work as described to ;

1.C.10 Vertical sides of column footings

<300mm high

48.00

m

1.C.11 Vertical sides of column footings 5.00 m2

1.C.12 Vertical sides of plinth beam 5.00 m2

Reinforcement

Note: Refer Pricing Preambles

No allowance have been made for rolling

margin in taking off quantities.

Tor steel rod reinforcement including

bends, hooks, tying wire, distance blocks

and ordinary spacers ( Inevitable laps and

chairs included in BOQ Quantities) fy = 460

N/mm2



S07 - 36


Brought forward

12mm dia

1.C.13 In column shaft 85.00 Kg

10mm dia

1.C.14 In column footings 95.00 Kg

In Plinth beam

1.C.15 12mm dia. 18.00 Kg

Mild Steel Rod Reinforcement (fy=250N/mm2)

1.C.16 6mm dia as links in column shaft 5.00 Kg

1.C.17 6mm dia as stirrups in plinth beams 6.00 Kg

1.C.18 Allow inevitable laps and chairs for all types

of reinforcement bars as per the Engineers

instructions.

10.00

Kg



S07 - 37


D - MASONRY

Refer Pricing Preambles

Rubble Work

Note:

Rubble shall be free from soft rock and shall

be sharp and angular shape. No vandully

large for small stone shall be used in the

rubble masonry work. The rubble shall be

obtained from and approved quarry by the

Engineer.

1.D.1 Random rubble masonry in cement and

sand 1:5 in wall foundation.(300 mm thick)

for connecting roof slab

4.50

m3

Damp proof course

12mm thick horizontal damp proof course in

cement and sand 1:2 mix and minimum of

two application of hot tar blinded with sand

1.D.2 300 mm wide 30.00 m



S07 - 38



COLLECTION

A- DEMOLITION (From Page 30) Rs.

B - EXCAVATION AND EARTH WORK (From Page 33) Rs.

C - CONCRETE WORK (From Page 36) Rs.

D - MASONRY (From Page 37) Rs.

TOTAL CARRIED TO SUMMARY ON PAGE S 07 - 140 Rs.


S07 - 39



C - CONCRETE WORK

Note :Refer Pricing Preambles

Mass Concrete

Mass Concrete Grade 'C - 15 ' in the

following.

2.C.1 Mass concrete fill 1.50 m3

Reinforced Concrete

Reinforced cement concrete Grade 'C- 25'

in the following ;

2.C.2 In column shafts 1.90 m3

2.C.3 In circular column shafts 2.50 m3

2.C.4 In stiffener column shafts 0.40 m3

2.C.5 In Roof beams - First floor level 9.50 m3

2.C.6 At Roof Beams - Linking corridor 6.50 m3

2.C.7 In Roof beams - Second floor level 4.50 m3

In 125mm thick suspended slab

2.C.8 At first floor level - Linking corridor 150.00 m2

2.C.9 Encasing defected column of two story

building as follows : Removing plaster of

concrete column surface , remove loose

aggregates without damaging Rebars, wire

brushing reinforcement and cleaning,

applying anticorrosive coating (EMACO S40

ZR or equivalent ) and after preparation

work, column shall be encased by

Reinforced cement concrete in Grade C-25

as per Engineers approval. Rate shall

include for 5Y12 & R6@150 c/c

reinforcement work & form work .

1.00 Item



S07 - 40


Brought forward

Form work

Refer Pricing Preamble


description of materials & workmanship

Form work shall provide a finish to concrete

surface to receive plaster as per section

5.3.8.11 in Specification. Form work for

columns and beams is given as a girth

measurement.


Vertical sides of circular column shafts

2.C.10 From ground floor level to first floor level 35.00 m2

Vertical sides of stiffener column shafts


2.C.12 From First floor level to first floor level 5.00 m2

Vertical sides of stiffener column shafts


2.C.14 From First floor level to first floor level 0.00 m2

Sides and soffit of beams, roof beams…etc.

2.C.15 In Roof beams - First floor level 85.00 m2

2.C.16 At Roof Beams - Linking corridor 90.00 m2

2.C.17 In Roof beams - Second floor level 40.00 m2

Soffit of suspended slab

2.C.18 Soffit of Slab - First Floor level 135.00 m2

125mm high to edge of floor slabs

2.C.19 At first floor lintel level 110.00 m



S07 - 41


Brought forward

Reinforcement

Note: Refer Pricing Preambles

No allowance have been made for rolling

margin in taking off quantities.




chairs paid separately) fy = 460 N/mm2

12 mm dia. in columns

2.C.20 From ground floor level to first floor level 0.04 MT


10 mm dia. in stiffener columns



12mm dia In beams of connecting corridor

2.C.24

At first floor level

0.50

MT

10 mm dia. in roof beams

2.C.25 At first floor level 0.45 MT

2.C.26 At second floor level 0.25 MT

10mm dia in suspended floor slab


Mild Steel (fy = 250N/mm2) rod

reinforcement as follows

6mm dia. links in column shafts

2.C.28 From ground level to first floor level 0.05 MT



S07 - 42


Brought forward

6mm dia. links in stiffener column shafts

2.C.29

From ground floor level to first floor level

0.01

MT

6mm dia. stirrups in beams


2.C.31 At second floor level 0.20 MT

2.C.32 Allow inevitable laps and chairs for all types

of reinforcement bars as per the Engineers

instructions. 0.01 MT

Note: The following items are measured

including reinforcement & formwork.

225x150 mm high lintel beams including 02

nos. 10 mm dia T/S bars and 6mm dia mild

steel stirrups @ 100c/c with necessary

formwork and concreting in Grade 20

2.C.33

At ground floor lintel level

10.00

m

112.5x150 mm high lintel beams including

02 nos. 10 mm dia T/S bars and 6mm dia

mild steel stirrups @ 100c/c with necessary

formwork and concreting in Grade 20

2.C.34

At ground floor lintel level

10.00

m

75mm thick R.C.C. work top (C 25)

including necessary reinforcements and

formwork, complete with 20m thick

polished granite finish with bull nose edge

including for necessary side skirting with

same granite work. Total granite area will

be measured under this item. Granite will

be selected by project Architect

2.C.35 At First Floor pantry & Kitchen (Counter top) 10.50

m2

2.C.36 At Restaurant hand washing, male and

female bathroom (Vanity of toilet )

4.20

m2



S07 - 43


2.C.37

Brought forward

Extending of existing columns by 600mm-

1000(approx.). Rate to include necessary

demolishing of concrete for lapping of

reinforcements as specified by the Engineer.

Work may in first floor level or second

floor level. Rate to include necessary form

work, Reinforcements and concrete (Gr25)

and completing the work as per Engineer's

approval.

5.50

m3

TOTAL CARRIED TO COLLECTION ON PAGE S 07 - 122


S07 - 44


2.D.1

2.D.2

2.D.3

2.D.4

2.D.5

2.D.6

2.D.7

2.D.8

2.D.9

D - MASONRY


Brick Work

Half brick thick (112.5 mm) walls

From ground floor level to first floor level.

From first floor level to second floor level

One brick thick (225mm) walls



Brick step

1.5 - 2.0 m wide(Approx. ) brick steps at

restaurant to Corridor and Corridor to New

Accommodation Building in first floor level ,

consisting of steps with 300mm wide thread

and 150mm high risers complete with 12mm

thick cement and sand 1:2 rendering

finished smooth with neat cement floating.

Filling Existing Door / Window opening /

Recesses with Brick work with standard

bricks and making good in cement and sand

1:5 mortar.

Half brick thick (112.5 mm) walls



One brick thick (225mm) walls



65.00

5.00

270.00

50.00

1.00

10.00

5.00

40.00

15.00

m2

m2

m2

m2

Item

m2

m2

m2

m2



S07 - 45


E - WATER PROOFING

Water proofing system, shall consist of two

(2) coats of water proofing concrete slurry

coats.

Surface preparation,mixing,application &

curing shall be strictly in accordance with the

manufacture's instructions.

The Contractor may use any system of

waterproofing concrete by crystallization,

with the prior approval of the Engineer.

Rate shall include for chipping, removing &

cleaning all loose materials on the surfaces

to be water proof.

Rate shall include for sealing around gullies,

pipe protrusions with non shrink high

strength cementation grout Master flow 98 or

equivalent

Rate shall include for forming 1:3 cement

and sand 25 x 25mm angle fillets at all right

angled edges and mixing, laying of

plastering (1:5) up to 300mm in toilet area

and 1500mm high from finished floor level in

shower area

Supplying and laying of Glass fibre

reinforcement strip, Glascote 60 or

equivalent to vertical/ horizontal

intersections as per manufacture instruction

& working order.

Waterproofing treatment in Bathroom / toilet

area by using flexible polymer cement slurry

according to Manufacturers specification's.

("Master seal

540"(Barralastic) or equivalent approved

product



S07 - 46


2.E.1

2.E.2

2.E.3

2.E.4

2.E.5

2.E.6

2.E.7

Brought forward

Water proofing to Floor and walls of toilets

up to a height of 1800mm of wall including

10 years warranty with all materials.

In ground floor female toilet

In ground floor male toilet

In ground floor dormitory toilet

In ground floor staff G1 toilet

In ground floor common staff toilet

Water proofing to walls of toilets up to a

height of 1800mm including 10 years

warranty with all materials.

Water proofing to be used approved product

such as" Xypex "or equivalent

Water proofing to top of concrete slab

In 1st floor level - corridor slab

In 1st floor level - kitchen

40.00

36.00

77.00

35.00

52.00

150.00

0.00

m2

m2

m2

m2

m2

m2

m2

Deleted



S07 - 47


F- STRUCTURAL STEEL WORK

All steel used in the work shall comply with

the relevant British Standards and to the

specifications

All steel shall be new & each member shall

be free from any built - weld or other forms

of splice for the full length between joints

shown in or indicated in the drawings unless

such splice shall have been shown in the

approved drawings.

The Bidder shall submit the specification for

the steel which he proposed to use & obtain

prior approval from the Engineer before

commencement of ordering of steel and

fabrication

Drawings

Before any steel work is fabricated the

contractor shall obtain the Engineer's

approval of the proposed details of

fabrications. For this purpose , two copies of

shop drawings shall be submitted to the

Engineer not less than 14 days before

commencement of fabrication.

Inspections

All steel work shall be subjected for

inspection by the Engineer. The steel works

shall not be moved from the place of

fabrication nor primed or painted until the

approval of the Engineer has been obtained

for the fabrication of steel work

Welding

No welding shall be done until approval of

the prepared surface has been obtained. All

welding shall be carried out under the

supervision of qualified persons.



S07 - 48


2.F.1

Brought forward

Base plate, Sole plate, gussets plate, splice

etc. have not been measured separately but

the weights of such attachments have been

included in weight of respective items

indicated in item description.

Refer drawings for fabrication and fixing

details of trusses, purlin etc.

Rate shall include for all necessary cuttings,

drillings, bolting, reverting, welding, grinding,

delivering, unloading, hoisting, erecting and

fixing in position, levelling, plumbing and

submission and getting approval of all shop

drawings.

All steel works should be applied two coats

of coloured anticorrosive paints (two

different colours for two coats) and one coat

of Enamel paint (paint approved by

engineer)

Roof supports

Prop-A

Roof supports ( Prop - 'A' ), consisting of 2

Nos of approx. size 75x150mm in size &

minimum thickness of 5mm steel box bars

(approx. 3.4 m length each) fixed to same

size steel box bar joist (approx. 1.9 m

length) with 6mm thick bent to shape mild

steel plates welded as per detailed drawings.

Steel prop shall fixed with 12mm in dia. steel

nut and bolts at free end of joist & bottom end

of props with 10mm thick gusset plate to

existing Column. Here nut & bolts shall be

fixed as passed through the column or with

use of anchor bolts as specified by the

Engineer with existing site conditions. Rate

shall include for all necessary related

matters and completing the item as per

Drawings, Specifications & to the Engineers

approval


10.00

Nr


S07 - 49


2.F.2

2.F.3

Brought forward

Prop-B

Roof supports ( Prop - 'B'), consisting of

approx. size 75 x 150mm & minimum 5mm

thickness steel box bars (approx. 2.3m

length each) fixed as prop. Steel prop

shall fixed with 10mm thick base plate &

sole plate with 12 mm dia. anchor bolts at

bottom end to existing slab or beam at outer

side of building and top end fixed to Timber

purling with 10mm welded plate using

10mm in Dia. " U " shape nut and Bolts

passed through the steel plate. Rate shall

include for all necessary related matters

and completing the item as per Drawings,

Specifications & to the Engineers approval.

Prop-B-1 at corners

Roof supports ( Prop - 'B-1'), consisting of

approx. size 75 x 150mm & minimum 5mm

thickness steel box bars (approx. 2.5m

length each) fixed as prop. Steel prop

shall fixed with 10mm thick base plate &

sole plate with 12 mm dia. anchor bolts at

bottom end to existing slab or beam at outer

side of building and top end fixed to Timber

purling with 10mm welded plate using

10mm in Dia. " U " shape nut and Bolts

passed through the steel plate. Rate shall

include for all necessary related matters

and completing the item as per Drawings,

Specifications & to the Engineers approval.


31.00

4.00

Nr

Nr


S07 - 50


2.F.4

2.F.5

2.F.6

Brought forward

Supply and installation of Structural " I "

beam 1 having approx. 6.3 m in Span

(Centre to centre of span Approx. 6.3 m)

Structural steel roof beam Having size

178mm x 102mm x 19kg/m Universal " I "

beam supported with beam / wall, fabricated,

hoisted and fixed at a height of 3000 mm

above ground level. rate to includes

necessary 10 mm thick Base plates,16mm

dia rag/anchor bolts, etc...as per

specification and Engineers approval

( Approx. weight of each truss 0.15 MT).

In Laundry Room

Supply and installation of structural " I "

beam 2 approx. 4350mm in Span (approx.

5.05m in length) & Structural steel hip truss

Having size 127mm x 76mm x 13kg/m

Universal " I " beam , fabricated, hoisted

and fixed at a height of 4000 mm

above ground level. rate to includes

necessary 10 mm thick Base plates, 10mm

thick sole plates. 10mm thick gusset plates,

16mm dia bolts, Nuts,washers,cleats,rivets

etc...as per specification and Engineers

approval ( Approx. weight of each truss

0.09MT)

In Dormitory/Drivers Room

Supply and installation of truss 1 having

approx. 3250mm in Span (approx. 3.8m in

length) & Structural steel hip truss Having

size 127mm x 76mm x 13kg/m Universal " I

" beam , fabricated, hoisted and fixed at a

height of 4000 mm above ground level. rate

to includes necessary 10 mm thick Base

plates, 10mm thick sole plates. 10mm thick

gusset plates, 16mm dia bolts,

Nuts,washers,cleats,rivets etc...as per

specification and Engineers approval (

Approx. weight of each truss 0.08MT)

In Staff accommodation living room


2

1

1

Nr

Nr

Nr


S07 - 51


2.F.7

2.F.8

2.F.9

Brought forward

Steel Roof structure-Kitchen

Structural steel roof truss type T1-a - with

203 x 133 x 30kg/m Steel I section &

9150mm centre to centre of

supports(Approx.) , hoisted and fixed at a

height of 6500mm above ground level ,two

end of eaves extended up to 1000 mm and

fixed with rag bolts including all gusset

plates, rag bolts, nuts, washers ect.all as per

detail (Approx. weight of each truss 0.46MT)

Structural steel roof truss type T1-b - with

203 x 133 x 30kg/m Steel I section &

9150mm centre to centre of

supports(Approx.) , hoisted and fixed at a

height of 6500mm above ground level ,two

end of eaves extended up to 1000 mm and

fixed with rag bolts including all gusset

plates, rag bolts, nuts, washers ect.all as per

detail (Approx. weight of each truss 0.45MT)

Supply and installation of truss T2-A having

approx. 8075mm in Span (approx.

9280mm in length) & Structural steel

hip truss Having size 127mm x 76mm x

13kg/m Universal " I " beam and eaves

extended up to 1000mm, fabricated,

hoisted and fixed at a height of

6500 mm above ground level. rate

to includes necessary Base plates, sole

plates. gusset plates, bolts,





1

1

4

Nr

Nr

Nr


S07 - 52


2.F.10

2.F.11

2.F.12

Brought forward

Supply and installation of truss T2-B having

approx. 4150 mm in Span (approx.

4770mm in length) & Structural steel

truss Having size 127mm x 76mm x 13kg/m

Universal " I " beam and eaves









Supply and installation of truss T2-C having

approx. 5450 mm in Span (approx. 6250

mm in length) & Structural steel truss

Having size 127mm x 76mm x 13kg/m

Universal " I " beam and eaves









Supply and installation of truss T2-D having

approx. 2750 mm in Span (approx. 3160 mm

in length) & Structural steel truss Having size

127mm x 76mm x 13kg/m Universal " I "

beam and eaves extended up to 1000mm,

fabricated, hoisted and fixed at a height

of 6500 mm above ground level. rate







4

2

2

Nr

Nr

Nr


S07 - 53


2.F.13

2.F.14

2.F.15

2.F.16

Brought forward

Supplying & Fixing High tensile Galvanized

Steel "C" channel purlins, having the

member thickness of 2.0mm (Tensile

strength 450 N/mm2) standards complying

with JISG 3302. Each Purlins connected

with 75mmx75mmx6mm L-Iron cleats on

roof truss together with 10mm dia. Bolt and

nuts. Necessary painting to be done for

cleats and purlins at wall to be fixed with

concrete pad.

LIP channel with the sectional dimensions of

channel , 100mmx50mmx12mm roof level

Supply and fixing of 50 x 50x 5mm equal

angle iron on steel framed roof structure.

Tempered Glass fixing frame for

FG1,FG2,FG4&FG5

Supplying and fixing of 75x150mm in size &

minimum 5mm thick GI box bar as a column

or beam to support tempered glass work GI

box bar shall be fixed to existing floor, RCC

beams or another GI column with necessary

base plate, gusset plate…etc

Supplying, fabricating and fixing of GI box

bar roof frame work having pitch of 30

degrees for security rooms having sizes of

approx. 2.4 x 2.4m(Size may vary at site).

Rate to be included for providing of 40 x 40

mm in size (Square section) and 3.0mm in

wall thickness GI box bar wall plates

mounted to existing wall and 50 x 25 mm in

size (rectangle section) and 3.0mm in wall

thickness GI box bars for hip rafters and

other rafters where necessary (Max. rafter

spacing is 1.2m) and 25 x 25 mm in

size(Square section) with 2.0mm in wall

thickness purlins in 1.0 intervals. Rate shall

be included for all work related matters and

completing the roof structure in working

order and to the Engineer's approval.

185.00

75

32

2

m

m

m

Nr



S07 - 54


G- METAL WORK


Aluminium Panels

Material

All Aluminium sections shall be fully treated

extruded Aluminium alloy sections in

accordance with BS 1470,1471, 1473, 1474

or latest relevant EN stranded

All Aluminium sections to be locally

manufactured ( "Alumex" or similar products

of equivalent technical parameters)

All Aluminium sections shall present clear,

straight and sharply defined lines. They shall

be free from defects impairing strength,

appearance and durability.

Finish

All members shall be finished either by

( a ) Anodizing or

( b ) Powder coating ( What ever specified

in Aluminium Items )

Anodizing -Exposed surface of all members

shall be anodized using two steps.

Anodizing process to an anodic thickness of

not less than 10-15 microns and shall be free

of any defects.

Powder coating - Powder coating shall be

carried out using polyester coating with

proper and appropriate pre- treatment to a

thickness of not less than 60-80 microns,

measured on all significant surfaces.



S07 - 55


Brought forward

Screws and Hardware Items

Concealed screws, nuts, bolts, rivets and

other fastening devices shall be of

Aluminium, non-magnetic stainless steel or

other approved corrosive resistant materials.

If visible, they shall blend with the finish of

the framing Aluminium sections.

Hardware items such as Hinges, Handles,

Catches, fixtures etc., shall be minimum of

grade 304 stainless steel.

Glass

Glazing shall be minimum of 5mm thick clear

float glass. Glass shall be secured at all

edges with compression gaskets and

glazing beads. When fixing glass, all glazing

sealant shall be carefully applied and

cleaned off properly.

Workmanship

The fabrication and installation of all

Aluminium work must be carried out by

specialist tradesmen.

All dimensions shown on the drawings and

the shop drawings must be verified by actual

site measurement before fabrication and

installation. Any cutting to enlarge the size of

openings and approved practical method to

fill the excess void behind frames required

after installation shall be executed by the

Contractor at his own expense.

All Aluminium members shall be factory

fabricated to the best standard of

workmanship under experienced factory

supervision and control.

Materials, method of fabrication, assembly,

installation, fastenings, supports, braces,

operating parts and the like shall be in

accordance with the approved shop

drawings.



S07 - 56


Brought forward

All joints in frames at corners, junctions and

intersections shall be mechanically jointed

and be such that when assembled they are

as strong and rigid as adjoining sections.

Due care must be taken to ensure that all

joints are water tight and leak-proof. Joint

lines should not be visible.

Provisions must be made for expansion and

contraction in horizontal and vertical

members which are exposed to the weather

or environments. Any distortion of members

or any glass cracked or broken as a result of

inadequate provisions must be rectified by

the Contractor at his own expenses.

All works shall be securely installed and

anchored in position, set plumb, square and

level in accurate alignment with other work,

all in accordance with the approved shop

drawings to the Engineer's satisfaction.( The

allowable tolerance in terms of specified

dimensions shall be plus/minus 1.5mm.)

Submissions

The Contractor shall submit shop

drawings showing the following

information where appropriate to the item ;

layout (Sectional plan and elevation) of

complete assembly

- full size sections of members

- methods of assembly

- methods of glazing

- methods of installation, including

fixings caulking, flashing

- provisions for vertical and horizontal

expansion

- junctions and trim to adjoining surfaces

- fittings and accessories



S07 - 57


Brought forward

The Contractor shall submit certificates

from the Aluminium manufacture and/or an

approved testing laboratory which attest

that the coating thickness offered is as

specified.

Doors & Windows

Frame and /or sash sections shall be of

extruded EN-AW 6063-T5 Aluminium Alloy

having a normal thickness of 1.5mm (

Accepted commercial tolerance of tolerance

of ± 0.15mm shall apply )

Aluminium Louvers

Fixed louvers shall be of the weather proof

type, suitable for overcoming water carried-

over by wind and the fixed louvers shall have

free areas of not less than 50%

The Contractor shall provide a guarantee in

respect of the weatherproof properties of the

fixed louvers.

All powder coatings shall match the

windows. Panels shall be so constructed as

to be completely weather proof at junctions

with adjoin structures .

Louver members shall be minimum 1.2mm

thick .

Partitions

The frames shall be properly machined no

permit easy assembly and to form weather-

tight joints when caulked.

Partition members shall be 76mm in depth

and the thickness of 1.2mm.



S07 - 58


Brought forward

Following dimensions are applied for the

frame members of each assembly units

As sembly

Unit

Minim um

member

depth(mm)

Minimum

member

thickness

(mm)

Door 100 1.5

Sliding

door/

Window

80

1.5

Cesement

Window,

Fanlight

70

1.5

Fixed glass

window 100 1.5

Rates shall include for all necessary hinges,

screws, rubber beadings, skeleton bolts,

Aluminium louvers, pinhead stickers.(

Locks,Handles,Door closers paid separately

for doors or sliding doors)

Locks- (Union or equivalent )

Mortice lock -

Without handle- 5065/= ( excluding VAT )

With powder coated handle (Black/ White)

7050/= (excluding VAT)

Hinges-(Union or equivalent )

102 x76 x 2mm 2185/= per pair

102 x76 x 3mm 3075/=( excluding VAT)

Handle-Grade 304 stainless steel

3255/= per pair( excluding VAT)

Door closer

60kg-80kg [Yale -7300/= (excluding VAT)]

60kg-80kg [Union-7400/=(excluding VAT)]



S07 - 59


Brought forward

Doors, Windows & Fanlights

Double Sash door

Supplying, Fabricating and Fixing Doubled

sashed glass and board Aluminium door

type D3 1200 x 2100+300-mm high overall

1.6mm thick & 45.0mmx100mm (deep)

Timber colour matt finished Powder coated

aluminium frame and aluminium door

sashes with 300mm high ,1.2mm thick

aluminium louvers with Sliding Glass on top

including 4mm thick double side cladded

approved colour aluminium composite panel

at Bottom and 5mm thick float Glass at Top,

all complete as per drawing and Engineers

approval. (Door

closers,handles,door locks paid separately,

effective area of each unit approx. 3 m2).

rate to include for supply & fixing of flush

bolt.

2.G.1

In ground floor

1

Nr.

2.G.2 In First floor Kitchen 1 Nr.

Supplying, Fabricating and Fixing Doubled


type D4 1200 x 2100 mm high overall 1.6mm

thick & 45.0mmx100mm (deep) Timber

colour matt finished Powder coated

aluminium frame and aluminium door

sashes including 4mm thick double side

cladded approved colour aluminium

composite panel at Bottom and 5mm thick

float Glass at Top, all complete as per

drawing and Engineers approval. (Door


effective area of each unit approx.2.52 m2).

rate to include for supply & fixing of flush

bolt.

2.G.3

In ground floor

2

Nr.

2.G.4 In Ground Floor Office 1 Nr.



S07 - 60


Brought forward

Single sash door

Supplying, Fabricating and Fixing Single

sashed fully composite panelled

Aluminium door type D1 900 x 2100+300-

mm high overall 1.6mm thick &

45.0mmx100mm (deep) Timber colour matt

finished Powder coated aluminium frame

and aluminium sashes with 300mm high

,1.2mm thick aluminium louvers with Sliding

Glass on top including 4mm thick double

side cladded approved colour aluminium

composite panel at top & Bottom, all

complete as per drawing and Engineers

approval. (Door


effective area of each unit approx.2.16 m2)

2.G.5

In ground floor

5

Nr.



type D1-a 900 x 2100+300-mm high overall



aluminium frame and aluminium sashes with

300mm high ,1.2mm thick aluminium louvers

with Sliding Glass on top including 4mm

thick double side cladded approved colour

aluminium composite panel at Bottom &

5mm thick float Glass with sand blast sticker

sticker at top, all complete as per drawing

and Engineers approval. (Door



2.G.6

In ground floor

2

Nr.

2.G.7 In ground floor ( at Security Room) 2 Nr.



S07 - 61


Brought forward


sashed fully composite panelled

Aluminium door type D2 900 x 2100-mm

high overall 1.6mm thick & 45.0mmx100mm

(deep) Timber colour matt finished Powder

coated aluminium frame and aluminium

sashes including 4mm thick double side

cladded approved colour aluminium

composite panel at top & Bottom, all

complete as per drawing and Engineers

approval. (Door



2.G.8

In ground floor

10

Nr.

2.G.9 In ground floor Lobby &Reception 4 Nr.



type D2-a 900 x 2100-mm high overall



aluminium frame and aluminium sashes



at Bottom & 5mm thick float Glass with sand

blast sticker sticker at top, all complete as

per drawing and Engineers approval.. (Door



2.G.10

In First Floor Pantry & Chef Room

2

Nr.



S07 - 62


Brought forward


sashed fully composite panelled Aluminium

door type D5 750 x 2100-mm high overall



aluminium frame and aluminium sashes



at top & Bottom, all complete as per drawing

and Engineers approval. (Door



2.G.11

In ground floor

9

Nr.

Windows

Supplying, Fabricating and Fixing of

Aluminium Casement Window type W2

1200 x 1200 high overall with 1.5mm thick

70mm sections, approved colour matt

finished timber colour powder coated

aluminium frame and 2 No. of glazed

aluminium window sashes including 5mm

thick clear glass panes , all complete as per

drawing and Engineers approval.(Rates to

include necessary rubber beadings, locks,

hinges...etc. Effective area of each window

approx.1.44m² )

2.G.12

In ground floor Stores area

7

Nr.

2.G.13 In First Floor Kitchen 12 Nr.



S07 - 63


Brought forward


Aluminium Casement Window typeW2-a

Approx. Size -1200 x 1500 high overall with

1.5mm thick 70mm sections, approved

colour matt finished timber colour powder

coated aluminium frame and 2 No. of glazed


thick clear glass panes , all complete as per

drawing and Engineers approval.(Rates to

include necessary rubber beadings, locks,


approx.1.62m² )

2.G.14 In ground floor Stores area 1 Nr.



1200 x 1200+300 high overall with 1.5mm

thick 70mm sections, approved colour

timber colour matt finished powder coated

aluminium frame and 2No. of glazed


thick clear glass panes with 300mm high


Glass on top , all complete as per drawing

and Engineers approval.(Rates to include

necessary rubber beadings, locks,


approx.1.8 m² )

2.G.15

In ground floor

15

Nr.

2.G.16 In ground floor (at Security Room) 2 Nr.



S07 - 64


Brought forward

-



1800 x 1200+300 high overall with 1.5mm

thick 70mm sections, approved colour

timber colour matt finished powder coated

aluminium frame and 3 Nos of glazed


thick clear glass panes with 300mm high


Glass on top , all complete as per drawing

and Engineers approval.(Rates to include

necessary rubber beadings, locks,


approx.1.8 m² )

2.G.17

In ground floor (at Security Room)

6

Nr.

Supplying, Fabricating and Fixing of 2 sash

Aluminium louver window for gas room (

type W4 ) Approximate size of each sash is

600 x 1200mm high overall with 1.2mm thick

and 76mm deep Aluminium extrusions with

approved colour timber colour matt finished

powder coated aluminium frame & sash to

be completed with same colour powder

coated 52.5mm high 34.6mm width louver

blades - Alumex DG01 or equivalent as per

given drawings and to the Engineer's

approval. (Rates to include necessary

rubber beadings, locks, hinges...etc

complete the item in working order.

2.G.18

For Gas Room

1.00

Nr



S07 - 65


Brought forward

Supplying, Fabricating and Fixing Fanlight

type F1 , 600X900mm high overall with

1.5mm thick 70mm Timber colour matt

finished Powder coated aluminium frame

and top hung fully glazed aluminium fanlight

sash , including 450mm high louvers on top

, all complete as per Drawing and Engineers

approval. (Rates to include necessary

accessories. Effective area of

each fanlight approx0.63 m2)

-

2.G.19

In ground floor

11

Nr.

Supplying, Fabricating and Fixing 1.2mm

thick 34.5mm high 28.5mm wide

symmetrical "Y" type Louver blades (Alumex

DG 04 or equivalent) to 17.0 X 31.0mm

louver frame (Alumex DG 103 or equivalent)

and fix to existing door, window or partition

frame work including all accessories.

2.G.20 Fixing of Louver panels in size with 600mm

wide & 1200 mm in high

3.00

Nr

Door Locks

2.G.21 Supplying & Fixing lock ( Union or

equivalent) for Aluminium casement door

with necessary accessories to working

order. (Range of prime cost is Rs. 5000 -

6000 excluding VAT) Door locks to be

matched for door type of single sash or

double sash.

37

Nr.

Door Closers

2.G.22 Supplying & Fixing door closer (Union or

Yale or equivalent ) for Aluminium Casement

door with necessary accessories to working

order.(Range of prime cost is Rs. 7000 -

7800 excluding VAT)

42 Nr.



S07 - 66


Brought forward

Door Handles

2.G.23 Supplying & Fixing stainless Steel (Grade

304) door handles for Aluminium door with

necessary accessories to working

order.(Range of prime cost is Rs. 1500 -

1800 excluding VAT)

85

Nr

Tempered glass work

Specification;

i) 12mm thick tempered glass fixed with

spider.

ii) All glass material shall be accordance

with the following standards.

Air permeability - EN 1026:2000

Water tightness - EN 1027:2000

Wind load resistance - EN 12211:2000

U - factor not exceeding 0.53 Btu/ hr.sq.ft F

Average visible light transmittance of 23-

35%

Solar heat gain coefficient not to exceed

0.35

The reflective coating shall meat ASTM C

1367-03

Supply and fixing Laminated Tempered

glass Double sashed Door type D3 , Size -

1200 x 2100mm high consists of 2 No.

12mm thick 600 x 2100mm tempered glass

door sashes with stainless steel door

handles fixed to tempered glass partition.

Rate shall include for stainless steel plates,

top & bottom patches, locks, hinges and all

necessary accessories as per drawing,

specification and Engineers approval (each

unit 2.52 m2)

2.G.24 In Restaurant 3 Nr.



S07 - 67


Brought forward

Supply and fixing Laminated Tempered

glass double sashed casement Window

type W1 , Size - 1000 x 1800mm high

consists of 2 No. 10mm thick 350 x

1800mm tempered glass sashes with

stainless steel window handles fixed to

tempered glass partition. Rate shall include

for all necessary accessories as per

drawing, specification and Engineers

approval (each unit 1.26 m2 & two floor

hinges may required for 1 no sash)

2.G.25 In Restaurant 9 Nr.

Supplying and Fixing 12 mm thick fixed

laminated Tempered glass partition with 25

x25x 25mm stainless steel (3mm thick) U

channel frame where necessary. Sand

blast sticker affixed as per architectural

Drawing. All fixing arrangement as per

manufacturer's specifications, Drawing and

Engineer's approval. Rate shall include for

all Necessary accessories and related

matters.

2.G.26

For Door Type D3(FG2&FG3)

30.00

m2

2.G.27 For partition Type FG1& FG4 35.00 m2

Supplying and Fixing 10 mm thick fixed

laminated Tempered glass partition with 25

x25x 25mm stainless steel (3mm thick) U

channel frame where necessary. All fixing

arrangement as per manufacturer's

specifications, Drawing and Engineer's

approval. Rate shall include for all

Necessary accessories and related matters.

2.G.28

For Window Type W1

19.00

m2

2.G.29 Fixed glass Type FG 50.00 m2



S07 - 68


2.G.30

Brought forward

G.I. Box Guard rail

Fabricating and Fixing of 900 mm high

balustrade, consisting of 50 x 50mm & 2mm

thick G.I box section pipe at 1200mm

centres & 18.75mm x 18.75mm &

1.8 or 2mm thick G.I pipe balusters at 80mm

centres internally and 6mm thick 50 x 50mm

mild steel plate welded to vertical main

baluster bottom end and embedded in floor

slab. 37.5 x 5mm flat iron section welded

horizontally to G.I balusters at top and 37.5

x 37.5 mm and 2 mm thick box section

welded to internal blusters at 100 mm in

above to finished floor level in horizontally

and timber hand rail(Teak) to be fixed at top

on flat iron member with water based

finished and sizes match to existing hand

rails in other buildings and all complete as

per drawings and Engineer's approval. rate

including preparation of surface and

application of two coats of enamel paint for

steel member.

At First Floor Restaurant


60.00

m


S07 - 69


2.G.31

2.G.32

Brought forward

Stair Hand rail

Fabricating and fixing of 900mm high

balustrade, consisting of 2 nos 18.75mm x

18.75mm & 2mm thick G.I box section pipe

balusters. Each twin vertical baluster shall

be fixed at centre of stair tread and twin

vertical member shall be in 80mm in C/C and

all vertical members shall fixed to Floor with

6mm thick 50x50mm mild steel plate welded

to vertical member's bottom end of baluster

and embedded in every steps .

37.5 x 5mm flat iron section welded

horizontally to G.I balusters at top and timber

hand rail(Teak) to be fixed at top on flat iron

member with water based finished and sizes

match to existing hand rails in other

buildings and all complete as per drawings

and Engineer's approval. rate including

preparation of surface and application of two

coats of enamel paint.

At First Floor Restaurant

Supplying, Fabricating and Fixing Iron grill

for Windows (Fixed). Consisting of 25 x 6

mm flat iron frame and horizontal bracing as

specified in drawing (not exceeding 1200mm

in each spacing ) and 8mm dia MS rods

welded in frame in 80mm C/C in vertically

and passed through the Horizontal bracings.

all as per drawing and Engineer's approval.

Rate shall include for two coats of anti

corrosive paints and two coats of enamel

paint.


8.50

60

m

m2


S07 - 70


2.G.33

Brought forward

GI Box bar grill work

Fabricating and fixing of Steel box bar grill

work frame work, consisting of 3 Nos 37.5 x

37.5mm & 2mm thick horizontal GI box bars

welded in equal spacing as per Drawings

and 50 x 50 mm and 2mm thick GI box bars

welded vertically in equal spacing as per

drawing (my vertical member spacing are

1200mm) and internal members shall be

18.75 x 18.75mm and 2mm thick GI box bars

welded to Horizontal members in 100mm

C/C. Rate to include for all work related

matters and work to be complete as per

Drawings, Specification & Engineers

approval.

20

m2



S07 - 71


2.H.1

2.H.2

H - CARPENTRY & JOINERY

Note : Refer Pricing preambles

Carpentry

Timber used for roof and ceiling framing and

other structural work shall conform to the

requirements stipulated in Chapter 8.0 wood

work (ICTAD specification SCA/4 Vol.1)

And the timber Species for roof & ceiling

framing shall be (category A) of respective

group as listed under General notes.

All timber finished sizes to be matched as

following described sizes in items.

Maximum deviation in size specified shall

not exceed the tolerances for dimension

stated in S.L.S. 263 (1974) Clause - 3.

Timber beams, Purling, wall plate, in contact

with concrete or masonry Work shall be

properly treated with a bituminous wood

preservative.

Roof Timber Frame

Upper roof for restaurant Building

Rate for Following items shall not include for

water based paint

Supply and fixing Battens 45mm x 20mm

section

Struts 95mm x95mm section


780.00

2.00

m

m


S07 - 72


2.H.3

2.H.4

2.H.5

2.H.6

2.H.7

2.H.8

2.H.9

2.H.10

2.H.11

2.H.12

2.H.13

Brought forward

Following Timber members' rate shall

include for applying of two coats of water

based stain and two coats of water based

top coat (Jat or equivalent) where necessary

and specified by the Engineer.

Supply and fixing Ridge Plate 70 mm x

170mm section.

Supply and fixing Wall Plate 70mm x

95mm section.

Supply and fixing Hip & Valley Rafters

45mm x170mm section.

Supply and fixing Rafters 45mm x 95mm

section.

Supply and fixing Purlins 95mm x145mm

section.

Supply and fixing Struts 70mm x95mm

section

Lower roof for Dormitory & veranda

Following items are not exposed under

ceiling and rate shall not include for water

based paint


section

Following Timber members shall include for

applying of two coats of water based stain

and two coats of water based top coat (Jat

or equivalent) where necessary and

specified by the Engineer.

Supply and fixing Ridge Plate 45mm x

170mm section fixed to Brick wall with 12mm

dia. 4 nos nut and bolts pass through in Brick

wall in 600mm spacings with necessary

washers, plate…etc


170mm section.


95mm section.




25.00

90.00

63.00

840.00

127.00

6.00

355.00

22.00

12.00

55.00

0.00

m

m

m

m

m

m

m

m

m

m

m

Deleted


S07 - 73


2.H.14

2.H.15

2.H.16

2.H.17

2.H.18

2.H.19

2.H.20

2.H.21

2.H.22

2.H.23

Brought forward

Supply and fixing Rafters 45mm x 120 mm

section.


section.


section.

Supply and fixing Struts 70mm x90mm

section

Lower roof for Laundry & Staff

accommodation

Following items are not exposed under

ceiling and rate shall not include for water

based paint

Supply and fixing Ridge Plate 70 mm x

170mm section.


section.


section)


section

Following Timber members' rate shall

include for applying of two coats of water

based stain and two coats of water based

top coat (Jat or equivalent) where necessary

and specified by the Engineer.


170mm section.


95mm section.


175.00

220.00

0.00

0.00

10.00

80.00

45.00

590.00

30.00

90.00

m

m

m

m

m

m

m

m

m

m

Deleted

Deleted


S07 - 74


2.H.24

2.H.25

2.H.26

2.H.27

2.H.28

2.H.29

Brought forward




section.


section.


section.

Repairing Timber Hand rail at Kitchen

Repair work of Timber Handrail as

follows : Removing old painting with grinder

or manually from existing timber handrail,

Replace the timber if decayed and the

preparing surface and two coat of

polyurethane varnish-Matt. Rate including

prepare the surface and sanding.

For Stair hand rail at store area

Roof Connection Making

Repairing for the Roof where the roof

connected to RCC concrete corridor slab as

follows; Cutting, trimming & aligning existing

timber members and making good the edge

with fixing Barge board and work to be

completed as per Engineers approval. Rate

shall include for All necessary related

matters and painting.


27.00

5.00

505.00

30.00

7.00

0

m

m

m

m

m

m2

Deleted


S07 - 75


2.H.30

2.H.31

Brought forward

Cupboards

Lower & upper cupboard unit

Supplying / fabricating & fixing

approximately 3750mm long upper and

lower cupboard unit, Size of lower cupboard

- 600mm wide x725 high (approx.

size)(+825mm to granite finished level from

FFL) fixed under the granite work top and

upper cupboard - 450mm x 725mm high

(Approx. Size) consisting of Category A

timber frame work (Ref. General Notes),

door handle and 18mm thick timber planks,

to be completed with magnetic lock, plastic

knobs, self closing hinges, stainless steel

door handle and necessary accessories . as

per drawing, specification and Engineers

approval. Stainless steel sink, Brick work,

Wall tile lining/Backsplash and granite work

top measured separately. Rate shall include

for applying of two coats of water based stain


or equivalent)

At First Floor Pantry



lower open rack unit, Size of lower rack -

600mm wide x725 high (approx.



upper rack - 450mm x 725mm high (Approx.

Size) consisting of Category A timber frame

work (Ref. General Notes), with 18mm thick

timber planks and necessary accessories .

as per drawing, specification and Engineers

approval. Stainless steel sink, Brick work,


top measured separately. Rate shall include

for applying of two coats of water based

stain and two coats of water based top coat

(Jat or equivalent)

At First Floor kitchen


3.80

3.00

m

m


S07 - 76


2.H.32

Brought forward



lower cupboard unit, Size of lower cupboard

- 600mm wide x725 high (approx.



upper cupboard -450mm x 725mm high

(Approx. Size) consisting of Category A

timber frame work (Ref. General Notes),

door handle and 18mm thick timber planks,

to be completed with magnetic lock, plastic

knobs, self closing hinges, stainless steel

door handle and necessary accessories . as

per drawing, specification and Engineers

approval. (Stainless steel sink, Brick work,


top measured separately).Rate shall include

for applying of two coats of water based stain


or equivalent)

At First Floor Kitchen


5.70

m


S07 - 77


2.H.33

Brought forward

Decorative Timber Panel Wall

Supplying, Fabricating & fixing of decorated

timber panel wall as follows; Wall to be

completely prepared and to be painted with

red (approved colour) colour Emulsion paint.

Timber work shall be with 75 mm wide and

15mm thick fully prepared and approved

colour water based painted Teak Timber

strips fixed in 12.5mm spacing to same size

vertical timber members (max. Vertical

member spacings is 1200 mm) and Timber

work shall be fixed to wall using vertical

timber members and vertical timber

members shall embedded to wall plaster.

Rate shall include for all fabrication related

matters and work to be completed as per

drawings , specifications to the Engineers

approval.

14.00

m2

TOTAL CARRIED TO BILL NO. 2 COLLECTION ON PAGE S 07- 122


S07 - 78


2.J.1

2.J.2

2.J.3

2.J.4

2.J.5

2.J.6

2.J.7

2.J.8

2.J.9

J- ROOF COVERING AND ROOF

PLUMBING

Note-Refer Pricing Preambles

Roof timber to be Group-3,Category A

Note- 2 Zink Aluminium roof sheet gauge

0.47,Hi-tensile Grade 550 colour(Rhino

Supermet or Equivalent)

Note-3Refer frame work under Trade 'F'

0.47 mm thick Zink Aluminium colour bond

tile profile roofing sheets laid on prepared

frame work, fixed as per manufacture's

specification. Roof frame work measures

separately.

For Restaurant

For Kitchen

For Dormitory and Staff accommodation

For security room

12mm thick heat insulation sheet or Bubble

Bubble foil reflective insulation sheet laying

on 75 x75 mm GI mesh on existing steel

purling and fixing with binding as per

manufacturer's specifications

For Restaurant

For Kitchen


For security room

Zink Aluminium sheet ridge and hip covering

( width 914mm) fixed to roofing sheets with

necessary hooks , bolts nuts, etc.. all

complete as per Drawing and Engineers

approval.

For Restaurant


500.00

205.00

565.00

28.00

500.00

205.00

565.00

28.00

65.00

m2

m2

m2

m2

m2

m2

m2

m2

m


S07 - 79


2.J.10

2.J.11

2.J.12

2.J.13

2.J.14

2.J.15

2.J.16

2.J.17

Brought forward

For Kitchen


Roof Plumbing

Note:

All zinc / aluminium down pipes and fittings

shall comply with the latest BSS for Zinc /

Aluminium gutters down pipes and fittings

Supplying and fixing 0.47 mm thick zinc /

Aluminium high tensile (Grade 550 ) 457mm

girth eaves Box gutter with brackets and

specials fixed complete as per

manufacture's specification.

For Restaurant

For Kitchen


Supplying and fixing 0.47 mm thick zinc /

Aluminium high tensile (Grade 550 ) 914mm

girth eaves Box gutter with brackets and

specials fixed complete as per

manufacture's specification.

For Dormitory and Laundry

Supplying and fixing 300 mm High Zinc

Aluminium high tensile valance board with

brackets (with GI box bar frame work) fixed

complete as per manufacture's specification.

Rate shall include for frame painting with two

coats of anticorrosive paints and complete

the work as specified by the Engineer.

For Restaurant



43.00

55.00

92.00

52.00

90.00

9.00

92.00

90.00

m

m

m

m

m

m

m

m


S07 - 80


2.J.18

2.J.19

2.J.20

2.J.21

2.J.22

2.J.23

2.J.24

2.J.25

2.J.26

2.J.27

2.J.28

Brought forward

Supplying and fixing (approx. height 450

mm- 600mm High) Zinc Aluminium high

tensile valance board with brackets (with GI

box bar frame work) fixed complete as per

manufacture's specification. Rate shall

include for frame painting with two coats of

anticorrosive paints and complete the work

as specified by the Engineer.

For Kitchen

Supplying and fixing Zinc Aluminium sheet

valley gutter (0.47mm) thick ,width 457mm

and fixing to roof with self trapping screws.

(Excluding timber boarding) Hi-tensile

(Grade-550)

For Restaurant

For Kitchen

For Dormitory and Staff accommodation Extra over Zinc / Aluminium down pipes and

52.00

7.00

7.00

20.00

33

10

12

5

15

40

12

m

m

m

m

Nr.

Nr.

Nr.

Nr.

Nr.

m

m

gutters for the following

Nozzle

Gutter end cap

PVC coated steel chain 8 nos fixed to each

down Zn/Al Nozzle as per detailed drawing

& Engineer's Approval.

For Restaurant (Approx. height is 5.8m)

For Kitchen (Approx. height is 5.8m)

For Dormitory area & staff accommodation

(Approx. height is 3 m)

Supplying and fixing 0.47 mm thick (

10x100mm square) zinc / Aluminium high

tensile down pipe with brackets fixed

complete as per manufacture's specification.

For Kitchen

For Dormitory area & staff accommodation



S07 - 81


2.K.1

2.K.2

2.K.3

K - PLUMBING

Note 1 :- Refer Pricing Preambles

Sanitary fittings and fixtures

Note 2 :-

Unless otherwise stated all sanitary fittings

and fixtures shall be of(Rocell Bath ware or

equivalent:) Imported Manufacture, such as

American standard, or alternate makes. prior

written approval to be granted by the

engineer for quality & performance of

fittings. ( Specification & samples to be

produced by the contractor, whenever

requested )

Note 3 :-

All wash basins, Sinks and Urinals to be

provided with bottle traps, accordance with

BS 3943.

Supply & fixing vanity type above counter,

600 x 430 mm overall size wash basin (

Brands as specified under Note 2 above).

40 mm dia. rubber plug with chromium

plated chain. Rate to include for fixing basin

to wall , water supply and waste water

connections respectively. All complete to

Working order. (tap & bottle trap measured

separately.)(Make:Rocell ,model ECLIPSE

or equivalent ) ( Range of prime cost is Rs.

23000.00 - 27000.00 Excluding VAT)

In Male & Female Toilet

Supply & fixing Wash basin 610 x 480 mm

overall size white vitreous china (Brands as

specified under Note 2 above). 32mm dia.

rubber plug with chromium plated chain.

Rate to include for fixing basin to wall, water

supply and waste water connections

respectively. All complete to working order.

(Pillar tap & bottle trap measured

separately.)(Range of prime cost is Rs.

14000.00 - 16000.00 excluding VAT)

In Dormitory Bathroom

In Staff accommodation Bathroom


2

3

3

Nr.

Nr.

Nr.


S07 - 82


2.K.4

2.K.5

2.K.6

2.K.7

Brought forward

Supply & fixing corner wash basin , 400 x

300 mm overall size vitreous china wash

basin ( Brands as specified under Note 2

above).. Rate to include for fixing basin to

wall , water supply and waste water

connections respectively. All complete to

Working order. (tap & bottle trap measured

separately.)(Make:Rocell ,model Aqua or

equivalent ) ( Range of prime cost is Rs.

9000.00 - 11000.00 Excluding VAT)



Supply and fixing Vitreous China floor

standing close coupled water closet (toilet)

suit with wash down 6/3 litre dual flushing.

Has a horizontal outlet and cistern with water

inlet from bottom.Complet with seat, seat

cover and concealed trap etc. comprising

closet with "P" or "S" trap as directed and

rate to include for fixing closet to floor with

necessary screws, fixing cistern with water

supply and outlet connection, all complete to

working order. (Make:Rocell

,model AQUA + or equivalent )(Range of

prime cost is Rs.51000.00 - 57000.00

excluding VAT)


Supply and fixing Vitreous China floor

standing close coupled water closet (toilet)

suit with wash down 6/3 litre dual flushing.

Has a horizontal outlet and cistern with water

inlet from bottom.Complet with seat, seat

cover and concealed trap etc. comprising

closet with "P" or "S" trap as directed and

rate to include for fixing closet to floor with

necessary screws, fixing cistern with water

supply and outlet connection, all complete to

working order. (Make:Rocell

,model DUNE or equivalent )(Range of

prime cost is Rs.32000.00 - 35000.00

excluding VAT)



2

1

4

1

Nr.

Nr.

Nr.

Nr.


S07 - 83


2.K.8

2.K.9

2.K.10

2.K.11

2.K.12

2.K.13

Brought forward


Supply and fixing Ceramic squatting pan

with foot rest overall white vitreous china

with ' P' or ' S ' trap as directed, 9 litre

capacity white high level cistern with

supporting brackets screwed to tapered

buried in wall, P.V.C. flush pipe, water

supply and outlet connection all complete to

working order.(Make:Rocell or equivalent)

(Range of prime cost for squatting pan with

cistern Rs. 9500.00 - 10500.00 excluding

VAT)



Supplying and fixing Vitreous china wall

mounted Urinal with back inlet water

connection, modelled to be used with a

sensor flush valve with brackets (Brands as

specified under Note 2 above). Rate to

include for fixing urinal to wall with

necessary screws, fixing urinal flush valve

with water supply and outlet connection, all

complete to working order. (Range of prime

cost is Rs. 34000.00 - 41000.00 excluding

VAT & sensor model)



Supplying and fixing Urinal separator with

brackets (High pressure laminated compact

board Besco or Equivalent ). Rate to include

for fixing urinal separator to wall with

necessary screws.



3

2

1

2

1

2

Nr.

Nr.

Nr.

Nr.

Nr.

Nr.


S07 - 84


2.K.14

2.K.15

2.K.16

2.K.17

2.K.18

2.K.19

Brought forward

Supply and fixing Plate glass Mirror shall be

superior quality plate glass bevelled

rectangular mirror free from ripples and all

blemishes mounted on fibre glass frame with

chromium plated brass screws.

Mirror Size-600 x 750 mm ; in Male toilet

Mirror Size-1800 x 750 mm ; in Female

toilet

Supplying & fixing 600 x 450mm , 5mm

thickness bevelled rectangular mirror, to wall

with Rawl plugs, chromium plated fittings

…etc.

Supply & fixing Stainless steel towel rail( G

304) 10 mm dia. and 600mm long fixed to

wall with fibre plugs and chromium plated

brass screws. (Prime cost is Rs. 5000.00 -

7000.00 excluding VAT)


Supplying and fixing stainless steel (G 304)

soap tray fixed to wall with fibre

plugs.(Brands as specified under Note 2

above) (prime cost is Rs. 4000.00 - 5000.00

excluding VAT)

In ground floor

Supply & fixing Brush holder fixed to wall

with fibre plugs (prime cost is Rs. 1700.00 -

2000.00 excluding VAT)

In ground floor shower


1

1

7

6

10

6

Nr.

Nr.

Nr.

Nr.

Nr.

Nr.


S07 - 85


2.K.20

2.K.21

2.K.22

2.K.23

2.K.24

Brought forward

Supplying and fixing stainless steel(G304)

toilet paper holder fixed to wall with fibre

plugs at 600mm above finished floor level.

(Brands as specified under Note.2

above)(prime cost is Rs. 5000.00 - 6000.00

excluding VAT)

In ground floor

Double robe/cloth hook fixed to wall with

fibre plugs at 1200mm high above

floor(Rocell or equivalent)(Range of prime

cost is Rs. 2400.00 - 2600.00 excluding

In ground floor

Supply and fixing stainless steel rain shower

and 400mm length shower arm ;

(Make:Momali or equivalent ) ( Range of

prime cost is Rs. 4000.00 - 5000.00

Excluding VAT)

In Staff accommodation Gr-2 & 3 Bathroom

& Dormitory Bathroom

Supply and fixing 20mm dia stainless steel

concealed valve for shower ; (Make:Rocell

or equivalent ) ( Range of prime cost is Rs.

4500.00 - 5500.00 Excluding VAT)

In Staff accommodation Gr-2 & 3 Bathroom

& Dormitory Bathroom


Single Lever shower mixer ; (Make:Rocell or


12000.00 - 16000.00 Excluding VAT)

In Staff accommodation Gr-3 Bathroom &

Dormitory Bathroom


8

11

6.00

5.00

1.00

Nr.

Nr.

Nr.

Nr.

Nr.


S07 - 86


2.K.25

2.K.26

2.K.27

2.K.28

2.K.29

Brought forward


Hand shower set consisting of Slide rail set

with hand shower and flexible hose ;

(Make:Rocell or equivalent ) ( Range of

prime cost is Rs. 13000.00 - 15000.00

Excluding VAT)

In Staff accommodation Gr-3 Bathroom &

Dormitory Bathroom

Supply and fixing 600mm long stainless

steel linear floor drainer ; (Make:Rocell or


6,000.00- 10,000.00 Excluding VAT)

In kitchen pot washing area

Supply & fixing 20mm dia bidet spray tap

with flexible coupling. (Brand - rocell or

equivalent) (Range of prime cost is Rs.

4500.00 - 5500.00 excluding VAT)

In ground floor

Supply & fixing 20mm dia chromium plated

bib tap.( Rocell or equivalent )(Range of

prime cost is Rs. 3000.00 - 4000.00

excluding VAT)

In ground floor

Supply & fixing 20mm dia brass stop cock (

Pegler or equivalent)(Range of prime cost is

Rs. 2700.00 excluding VAT)

In ground floor


1.00

1.00

8

10

6

Nr.

Nr.

Nr.

Nr.

Nr.


S07 - 87


2.K.30

2.K.31

2.K.32

2.K.33

2.K.34

2.K.35

Brought forward

Supplying & fixing 20mm dia chromium

plated angle valve. ( Rocell or Momali or

equivalent )(Range of prime cost is Rs.

1750.00 - 2250.00 excluding VAT)

In Male & female toilet

In Dormitory Bathroom & Staff bathroom

Supplying & fixing 12mm dia. Chromium

plated swan neck tap for Kitchen sinks with

necessary specials. (Brands - Dura life

Plumber or equivalent) (Range of prime cost

is Rs. 6000.00- 7500.00 excluding VAT)

In Ground Floor

Supplying & fixing 32mm dia. Chromium

plated bottle trap (Brands as specified under

Note.2 above)(Prime cost of bottle trap is

Rs. 4000.00 - 4500.00)

In ground floor

Supplying & fixing 12mm dia chrome

finished, High spout, Single lever basin

mixer for wash basins. (Brands as specified

under Note.2 above)(Range of prime cost is

Rs. 13000.00 - 15000.00 excluding VAT)

In ground floor - restaurant

Supplying & fixing 12mm dia chrome

finished, High spout, Single lever basin tap

for wash basins. (Brands as specified under

Note.2 above)(Range of prime cost is Rs.

5000.00 - 7000.00 excluding VAT)

In ground floor


12

15

2

11

2

11

Nr.

Nr.

Nr.

Nr.

Nr.

Nr.


S07 - 88


2.K.36

2.K.37

2.K.38

Brought forward

Supply & fixing Stainless steel kitchen sink

(Rocell - Artisan or equivalent) of an

approved make with single bowl and single

draining board, with 38mm dia. rubber plug

and chromium plated chain . Rate to include

for fixing kitchen sink on work top with water

supply and waste water connections, all

complete to working order. ( tap & bottle trap

& tapware measured separately. ) (Range of

prime cost is Rs.24000.00 - 30000.00)

In ground floor Pantry

Supply & fixing Stainless steel wall mounted

(with stand - four legs) deep sink - Industrial

kitchen sink of an approved make with two

no's of bowl (300mm deep) with draining

board (1000mm long) and 02 nos of heavy

duty Swan neck taps with necessary rubber

plug, bottle traps, drain waste collecting

buckets, and chromium plated chain . Rate

to include for fixing kitchen sink to wall, water

supply and waste water connections, all

complete to working order. (Range of prime

cost is Rs.100,0000.00 - 125,000.00)

In ground floor

Supply and fixing of 600mm long flexible

hose ( Rocell or equivalent)(prime cost is

Rs.1300)

Sanitary Plumbing

Water Supply Pipes

Note

All water supply pipe work shall be in PVC

type PNT11 to SLS 147:1993 and PVC

fittings to SLS 659:1993

All pipe work with less than 600mm of

ground cover and all pipe work under

roadways with less than 900mm of ground

cover are to be encased in concrete


2

1

30

Nr.

Nr.

Nr.


S07 - 89


2.K.39

2.K.40

2.K.41

2.K.42

2.K.43

2.K.44

2.K.45

2.K.46

2.K.47

2.K.48

2.K.49

Brought forward

Piping under 50mm dia. include for all

necessary elbows, bends, tees, Junctions,

inspection openings and similar fixtures.

32 mm dia (1'') water supply incoming pipe;

from water meter to sump laid under ground.

50mm dia (1 1/2 '') water supply incoming

pipe from sump & pump house to over head

tank laid under ground or fixed to wall as

directed.

63 mm dia (2'') Distribution pipe line from

water tank to delivery pipes fixed to wall or

buried in floor or screed as directed.

32 mm dia distribution pipe laid under

ground or buried in floor screed as directed.

25mm dia distribution pipe laid under ground

or buried in floor screed as directed.

20mm dia distribution pipe as connection to

sanitary fittings fixed to wall or buried in floor

screed as directed.

40 mm dia distribution pipe laid under


Extra over for above UPVC pipes in the

following;

63mm dia bend

63 x 63 x 50mm dia unequal tee

63 x 50mm dia reducing socket

63 mm dia stop valve (Water Tek

equivalent)


25.00

45.00

25.00

170.00

110.00

70.00

5.00

4.00

4.00

4.00

1.00

m

m

m

m

m

m

m

Nr.

Nr.

Nr.

Nr.


S07 - 90


2.K.50

2.K.51

2.K.52

2.K.53

2.K.54

2.K.55

2.K.56

2.K.57

2.K.58

2.K.59

2.K.60

2.K.61

2.K.62

Brought forward

63 mm dia Elbow (Water tek equivalent)

63 mm dia Elbow with cleaning eye (Water

tek equivalent)

63 mm dia T with cleaning eye (Water tek

equivalent)

50 mm dia stop valve (Water tech

equivalent)

25 mm dia brass gate valve (Pegler or

equivalent)

20 mm dia brass gate valve (Pegler or

equivalent)

Waste water pipes

Note:

All underground drainage pipe work shall be

in UPVC (Class 4.0) to BS 4660

63mm dia. waste water pipe buried in floor

screed or chased to wall or laid as directed

by the Engineer

50 mm dia. waste water pipe buried in floor

screed or chased to wall or laid as directed

by the Engineer

63mm dia vertical vent pipe carried 450mm

above roof level fixed to wall with rawl plugs,

clips and screws as directed.

110mm dia. waste water pipes extended

from trap gulley to the nearest waste water

manhole with average invert depth not

exceeding 900mm including excavation and

back filling , bedding on a layer of cement

concrete Grade C-15-1:3:6 (25 mm) 100mm

thick and 100mm wide on each side of the

pipe and subsequently encasing with the

same concrete after inspection of the pipe

Extra over UPVC pipes for the following;

63mm dia bend

63mm dia bend with cleaning eye

63mm dia tee


1.00

Nr.

1.00 Nr.

1.00 Nr.

1.00

6.00

1.00

100.00

30.00

20.00

25.00

10

10

4

Nr.

Nr.

Nr.

m

m

m

m

Nr.

Nr.

Nr.


S07 - 91


2.K.63

2.K.64

2.K.65

2.K.66

2.K.67

2.K.68

2.K.69

2.K.70

Brought forward

63 x 63 x 50mm dia unequal tee

110mm dia Tee with cleaning eye

110mm dia Y

63 mm dia Y

Supply and fixing of 63 mm dia "P" trap in

externally with cleaning eye.

Drain at Laundry Room

RCC drain for laundry room, 250 mm wide

and 200 mm starting depth internally built to

slope in RCC concrete Grade C20 (1:2:4) in

75 mm thick base and 75mm thick side walls

covered with mild steel grating cover ( R10

mild steel bars welded in 25mm spacings c/c

to 25 x 25 mm and 3mm thick equal angle

frames, each frame will be in length of

1000mm) , complete with 12mm thick

cement and sand 1:3 rendering, finished

smooth with neat cement floating to all

exposed surfaces . Rate to include for

demolishing brick paving, necessary

excavation work, Reinforcement, Formwork

& all necessary related work....etc and

completing the item as per the Engineers'

approval.

Soil and vent pipes

Note ;All above ground soil & waste pipe

work shall be in PVC (Class 4.0) to BS 4514

and BS 5255

110mm dia. soil pipe extended from closets

to the nearest manhole with average invert

depth not exceeding 900mm including

excavation and back filling , bedding on a

layer of cement concrete 1:4:8(38mm)

100mm thick and 100mm wide on each side

of the pipe and subsequently encasing with

the same concrete after inspection of the

pipe

110mm dia. soil pipe buried in floor screed

or laid as directed by Engineer


1

2

1

1

10.00

35.00

120.00

5.00

Nr.

Nr.

Nr.

Nr.

Nr.

m

m

m


S07 - 92


2.K.71

2.K.72

2.K.73

2.K.74

2.K.75

2.K.76

2.K.77

2.K.78

Brought forward

110mm dia vertical soil stack carried

450mm above roof level as vent fixed to

wall with rawl plugs, clips and screws as

directed.

Extra over UPVC pipes for the following;

110mm dia tee with cleaning eye

110 mm dia bend with cleaning eye

110 mm dia Y

Accessories

Supplying and installing Single phase

pressure pump(Jinasena or equivalent) to

be installed on the pump house. Rate to be

inclusive of valves, sockets and necessary

fittings and fixtures including rubber joints

and work to be completed as per

specification and Engineers Approval.

Trapped floor gully to be UPVC

(150X150X118). Trapped floor gully to be

connected to waste water line with solvent

cement & unconnected opening to be sealed

with end caps with solvent cements.

Supplying and fixing of stainless steel gully

cover (rocell or equivalent , Prime cost is

RS 3800.00 - 4500.00 Without VAT)

Collecting box 150 x 150 x 150 mm deep

internally, built in 75mm thick cement

concrete 1:2:4 ( 20mm ) sides and bottom

including 12mm thick cement and sand 1:2

rendering finished smooth with neat cement

floating to all exposed faces and cast iron

grating on top, complete with inlet and outlet

connections in ground floor


25.00

4

12.00

2.00

2

16

16.00

2

m

Nr.

Nr.

Nr.

Nr

Nr.

Nr.

Nr.


S07 - 93


2.K.79

2.K.80

2.K.81

2.K.82

Brought forward

Electric water Heater

Supplying and fixing 50 Litre Electric water

Heater with flexible hose (Ariston or equi) on

a wall and connected to the hot water supply

system as per Engineers' approval (hot

water piping system paid separately).

(Range of Prime Cost of, Water heater 50 lit.

is Rs.28000.00 - 32000.00 )

For Kitchen

Supplying and fixing 30 Litre Electric water

Heater with flexible hose (Ariston or equi) on

a wall and connected to the hot water supply

system as per Engineers' approval (hot

water piping system paid separately).

(Range of Prime Cost of, Water heater 50 lit.

is Rs.25000.00 - 29000.00 )

For Restaurant

For Staff Grade 1 bathroom

hot water piping system

Hot water supply pipe & fittings shall be in

CPVC type SDR11

All Pipes should have high anti-corrosive

properties and will stand firm in high

temperatures and harsh application

conditions

Rate shall include for all necessary elbows,

bends, tees, Junctions, inspection openings

,similar fixtures. and for cutting walls and

making good the wall after installation.

20mm dia (1/2'') distribution pipe as

connection to sanitary fittings fixed to wall or

buried in floor screed as directed.


1.00

1.00

1.00

60.00

Nr.

Nr.

Nr.

m


S07 - 94


2.K.83

2.K.84

Brought forward

25 mm dia (3/4'') distribution pipe laid under


Supplying and fixing of swan neck type hot

and cold water mixture tap for kitchen sink

with flexible hose water dispenser shower.

Brand Rocell or Equivalent & prime cost is

Rs. 10000.00 - 12500.00)

10.00

2.00

m

Nr



S07 - 95


2.L.1

2.L.2

2.L.3

2.L.4

2.L.5

2.L.6

L - WALL, FLOOR AND CEILING

FINISHES

Note-Refer Pricing Preambles

Plinth plaster

15mm thick plaster in cement and sand in

1:3 finished smooth with coloured cement

floating to plinth including forming arises

Finishes on External walls

Plaster 15mm thick in cement and sand (1:5)

finished semi rough including forming arises

(Externally.)

On brick walls, attached columns

In Staff accommodation, laundry &

Dormitory.

In Kitchen, Store & Entrance building


finished semi rough including forming arises

(Externally.)

Reveals not exceeding 150mm wide

At Ground Floor and First Floor

Moulding not exceeding 150 mm wide


Plaster 12mm thick in cement and sand 1:3

finished semi-rough including forming arises

(Externally)

On Isolated columns

In Ground Floor


85.00

295.00

200.00

235.00

120.00

25.00

m2

m2

m2

m

m

m2


S07 - 96


2.L.7

2.L.8

2.L.9

2.L.10

2.L.11

2.L.12

2.L.13

Brought forward


finished smooth with lime putty including

forming arises (Internally.)

In suspended floor slab

Soffit of First floor slab of connecting slab

Sides of First floor slab of connecting slab

Finishes on Internal walls

Plaster 15mm thick in cement and sand

(1:5) finished smooth with joint compound

including forming arises (Internally.)

On brick walls, attached columns

In Staff accommodation, laundry &

Dormitory.

In Kitchen, Store & Entrance building


finished smooth with joint compound

including forming arises (Internally.)

Reveals not exceeding 150mm wide

From ground floor level to lower roof level

Moulding not exceeding 150 mm wide


On isolated column

At ground floor level - Entrance Building


finished smooth with lime putty including

forming arises (Internally.)


150.00

110.00

985.00

295.00

300.00

40.00

125.00

m2

m

m2

m2

m

m

m2


S07 - 97


2.L.14

2.L.15

2.L.16

2.L.17

2.L.18

2.L.19

2.L.20

2.L.21

Brought forward

In suspended floor slab

Soffit of First floor slab of Entrance Building

In isolated beams

Side & soffit of First floor slab of Entrance

Building

Wall tiles

Tiles should be fixed to wall using a

recommended Tile Adhesive(Brand Swiss tek

or equivalent). As per Specification and

Engineers Approval.

Supply and laying 300 x 600mm glazed

ceramic wall tiles lining up to a height of 1500

mm from finished floor level of approved

colour set in 10mm thick cement and sand

(1:3) screed backing and joints pointed with

tile grout to match the colour of tiles in toilets

(Prime cost Rs. 550.00

-850.00 per tile with out VAT )

In ground Floor Dormitory Bathroom & Staff

Bathroom

In ground Floor Male&Female Bathroom

In ground Floor Laundry

In First Floor Kitchen

Floor Finishes

Cement Rendering on Floors

Rendering, 12 mm thick in cement and sand

(1:3) , and finished with floating coat, using

neat Cement and finished smooth with

Colour pigments.

For Store room , Gas room

For Pavement Ramp


35.00

22.00

120.00

55.00

42.00

82.00

32.00

210.00

m2

m2

m2

m2

m2

m2

m2

m2


S07 - 98


2.L.22

2.L.23

2.L.24

2.L.25

Brought forward

Floor Finishes

Floor Tiles

Note 1: Refer pricing Preambles

Note 2: Paving of tiles should be on 10mm

thick cement and sand (1:3) rough cement

rendering, and the joints pointed with tile

grout to match the colour of tiles in all floor

area.

Tiles should be fixed to floor/wall using a

recommended Tile Adhesive(Brand Swiss

TEK or equivalent). As per Specification

and Engineers Approval

Tiles should be fixed on existing tile using a

recommended Tile Adhesive (Brand Swiss

TEK- Ultra Grip tile mortar or equivalent).

As per Specification and Engineers Approval

Tile on Floor

Supply and laying 600 x 600 mm non slippery

coloured semi glazed porcelain

homogeneous floor tiles paving to floor in

approved colour and design laying as

specified above ( Refer Note 2 )(Prime cost

Rs. 1100.00-1500.00 per tile with out Vat )

For Staff Accommodation

For Dormitory & Laundry room

For Store & Gas room

For Kitchen & pantry


92.00

152.00

106.00

108.00

m2

m2

m2

m2

Deleted

Deleted


S07 - 99


2.L.26

2.L.27

2.L.28

2.L.29

2.L.30

2.L.31

Brought forward

Supply and laying 600 x 600 mm non slippery

coloured full body porcelain mat finished floor

tiles paving in approved colour and design

laying as specified above ( Refer Note 2

)(Prime cost Rs. 1300.00

-1700.00 per tile with out Vat )

For Ground floor corridor and veranda

For Ground floor Connecting corridor

For First Floor Connecting corridor

Supply and laying 600 x 600mm non slippery

coloured mat finish porcelain homogeneous

heavy duty floor tiles paving in approved

colour and design laying as specified above (

Refer Note 2 ) (Prime cost Rs.1300.00 -

1700.00 per tile with out Vat )

In ground floor Bathroom & toilet

Tile on Existing Tile Surface

Supply and laying 600 x 600 mm non

slippery coloured semi glazed porcelain

homogeneous floor tiles paving on existing

tile surface in approved colour and design

laying as specified above ( Refer Note

2 )(Prime cost Rs. 1100.00 - 1500.00 per

tile with out Vat )

For Ground Floor Lobby, office & reception

For First floor restaurant


86.00

130.00

160.00

65.00

185.00

214.00

m2

m2

m2

m2

m2

m2


S07 - 100


2.L.32

2.L.33

2.L.34

2.L.35

2.L.36

2.L.37

Brought forward

Tile skirting

100mm high tile skirting laid on and including

10mm thick cement and sand (1:3) screed

backing and the joints pointed with tile grout

to match the colour of tiles. (Prime cost Rs.

1100.00 - 1500.00 per 600 x 600mm tile with

out Vat )

at Ground floor rooms

100mm high tile skirting laid on and

including 10mm thick cement and sand

(1:3) screed backing and the joints pointed

with tile grout to match the colour of tiles.

(Prime cost Rs. 1300.00 - 1700.00 per tile

600 x 600 mm with out Vat )

at Ground floor corridor and veranda

at First floor Connecting Corridor

Stair Tile on Existing Tile Surface

Supply and laying 600 x 600 mm non

slippery coloured semi glazed porcelain

homogeneous floor tiles paving on existing

tile surface in approved colour and design

laying as specified above ( Refer Note 2

)(Prime cost Rs. 1450-1750 per tile with out

Vat )

Stair case landing at restaurant area

300mm wide treads at Restaurant

155mm-200 mm wide treads at Restaurant


500.00

50.00

105.00

5.40

52.00

52.00

m

m

m

m2

m

m


S07 - 101


2.L.38

2.L.39

Brought forward

Ceiling finishes

Cement fibre board ceiling

Supplying & fixing of 600x600 & 3.5 mm

thick Cement fibre ceiling boards lay on hot

dip GI pre engineered interlocking ceiling

frame work.

The frame members for suspended ceiling

are in a standard kit (CKM or equivalent).

Main runners (38mmx24mmx3660mm) are

fixed at 1220 centres securely suspended

using 4mm dia adjustable GI hanging rod

with spring clips to the structural soffit or

existing roof structure, using an appropriate

suspension at 1220mm intervals along each

Main runners.

Cross Tees (27mmx24mmx1220mm) of

1220mm length to be fixed between the

main runners at 610mm centres and another

cross tees (27mmx24mmx610mm) fixed at

mid span between 610mm to form a grid

structure of 610mmx 610mm in size. wall

angles (24mmx24mmx3050mm) are fixed at

wall edges.

In Ground Floor Laundry Area, Linen room &

Gas room ( Eaves ceiling shall be Timber

ceiling and Measured Separately )

In First Floor Kitchen , Chef room & pantry (

Eaves ceiling shall be Timber ceiling and

Measured Separately )


68.00

120.00

m2

m2


S07 - 102


2.L.40

2.L.41

2.L.42

2.L.43

2.L.44

2.L.45

Brought forward

Timber Ceiling finishes

Timber used for ceiling shall conform to the

requirements stipulated in Chapter 8.0 wood

work (ICTAD specification SCA/4

And the timber Species for ceiling framing

shall be (category A) of respective group as

listed under General notes.

Note 1:-Ceiling planks ( one side only )

painted with two coats of water based stain


or equivalent) where necessary and

specified by the Engineer.

Timber Sloped, exposed rafter ceiling with

20 mm thick Lunumedella tongued and

grooved timber planks fixed as per detail

Drg.and Engineer's approval

In Ground Floor Dormitory

In Ground Floor Staff accommodation &

veranda

In First Floor Restaurant

Eave Ceiling

Timber Sloped, exposed rafter ceiling with

18 mm thick Lunumedella tongued and

grooved timber planks fixed as per detail

Drg.and Engineer's approval

In Ground Floor Dormitory

In Ground Floor Staff accommodation &

veranda

In First Floor Restaurant


146.00

210.00

275.00

37.00

70.00

225.00

m2

m2

m2

m2

m2

m2


S07 - 103


2.L.46

2.L.47

Brought forward

Timber sloped exposed rafter Eve Ceiling

with 18mm thick Lunumudella tongued and

grooved timber planks, fixed on Timber

rafter, one end of Timber rafter shall be

hanged on Steel frame work and other end

fixed to wall with angle iron cleat mounted

to wall with 10mm in dia. anchor bolt. This

shall be matched with other eve ceiling.

Rate to be include for water based painting

in approved colour and completing item with

all related matters considering.

In First Floor Kitchen

Construction of 25mm x 25mm weather

guard at sunshades 1:3 cement & sand

mortar

55.00

100.00

m2

m



S07 - 104


M - ELECTRICAL INSTALLATION

Refer Drawing No:


Electrical items are to be of the following

makes:

(a) Electrical switches and socket outlets :

Krypton, Legrand, Clipsal, Kevilton, Orange

or equivalent

(b) Distribution boards: Consumer unit flush

mount type or as specified

(c) Fans:

K.D.K., National-Japanese origins

(d) Exhaust Fans:

K.D.K., National-Japanese origins

(e) Switch Gear - MCCB'S

Schneider ,ABB, Siemens, Hager, LS

Brand or approved equivalent

[f] RCCB , MCB'S

Schneider, Siemens, Hager, ETN Brand or

approved equivalent

[g] LED/ Tube Fittings :

The light should be good quality, Philips or

equivalent. Minimum efficacy at scotopic

condition should be above 100 lumen/w.

correlate colour temperature (CCT) should

be above 4000k, (cool white). colour

rendering index (CRI) should be above 80.

rated life time should be above 50,000 hrs.

[h] Energy saving Bulbs CFL/LED bulbs

should be 4 stars or above.

[i] Distribution sub panels: Shall be in

surface mount plastic enclosure or metal

enclosure fabricated with zinc coated sheet

metal of gauge not less than 1.8mm total

enclosed, with hinged door with protective

cover plate for terminals. Finished with

powder coating of approval colour and

components as specified in the BOQ

[j] Cable : ACL , Kelani or equivalent.



S07 - 105


2.M.1

2.M.2

2.M.3

2.M.4

2.M.5

2.M.6

Brought forward

[kj] Energy saving bulbs : 4 Star rated.

Wiring type in concealed conduit, floor

conduit, metal or PVC trunking

All panel boards and consumer units should

have wire numbering and a laminated circuit

diagram should be pasted on the inside

surface of the door.

All types of fittings, materials, painting and

finishes shall be approved by the Electrical

Engineer prior to installation.

[L] hot water piping

hot water piping shall be insulated using

fibre glass blankets of not less than 25mm

thickness valves, pumps and strainers shall

be neatly boxed in .hot water system must

have an 20A separate MCB and hot water

system must contain internal ELCB and Test

switch in it.

Wiring of light points

Wiring of a light point includes supply of

required cables, conduits, ceiling rose,

junction boxes, flush switch & all other

required materials .

Wiring of a light point , from respective

Consumer unit using 2 x 1mm2 , CU / PVC/

PVC cable + 2.5mm2 Cu/PVC Earth cable

drawn through securely fixed concealed

PVC conduit , Controlled by a 10A flush

switch .

At Store and other area - ground floor

At upper floor - Kitchen

At Restaurant - Upper floor

At Restaurant - Ground floor-main lobby

At Generator room (two sides to be covered)

At Corridor


92

46

15

23

2

8

Nr

Nr

Nr

Nr

Nr

Nr


S07 - 106


2.M.7

2.M.8

2.M.9

2.M.10

2.M.11

2.M.12

2.M.13

2.M.14

2.M.15

2.M.16

Brought forward

Nr

Nr

Nr

Nr

Nr

Deleted

Wiring of 13A Socket outlets flush mounted.

Wiring (including supply of all material

required ) of 13A socket outlets flush

mounted using 2.5 mm2 Cu/PVC/PVC, 2C

cable & 2.5 mm2 earth cable drawn through

securely fixed concealed PVC conduit.

At Store and other area - ground floor 39

At upper floor - Kitchen 15

At Restaurant - Upper floor 10

Ground floor main lobby 7

At Generator room (two sides to be covered) 2

Wiring of 3 pin 16A industrial Socket outlets flush mounted.

Wiring (including supply of all material

required ) & installation and commissioning

of 30 kW DC EV Car charging point with 10

inch Display and complete to working order

(GoEV EX30 or Equivalent)

Ground floor (for car charging)

Ceiling fan Point Wiring

Wiring (including supply of all material, earth

wire, fan hook, regulator & switch) of the

ceiling fans using 2 x 1mm2

Cu/PVC/PVC + 2.5 mm2 earth wire drawn

through securely fixed concealed PVC

conduits.




Ground floor main lobby


0

20

6

8

5

Nr

Nr

Nr

Nr

Nr

Deleted


S07 - 107


2.M.17

2.M.18

2.M.19

2.M.20

2.M.21

2.M.22

2.M.23

Brought forward

Exhaust fan Point Wiring


wire, fan hook, regulator & switch) of the

exhaust fans using 2 x 2.5mm2

Cu/PVC/PVC + 2.5 mm2 earth wire drawn

through securely fixed concealed PVC

conduits including 13A socket outlet close to

the fan.



Hand drier Point Wiring


wire & switch) of the Hand driers using 2x

2.5mm2, Cu/PVC/PVC + 2.5

mm2 earth wire drawn through securely fixed

concealed PVC conduits including 13A

socket outlet close to the Hand driers.

At Main lobby visitors bathroom

At Restaurant :- Upper floor

Hot Water point wiring

hot water point (including supply of all

material of earth wire and the switch) must

be wired using 2X2.5mm2,Cu/PVC/PVC +

2.5mm2 earth wire drawn through securely

fixed concealed PVC Conduits including 13A

Socket outlets close to hot water

system(IP65).must be distributed by isolated

cable from the DB to 13A switch through 20A

breaker.


At Restaurant

At staff room


6

3

2

1

1

1

1

Nr

Nr

Nr

Nr

Nr

Nr

Nr


S07 - 108


2.M.24

2.M.25

2.M.26

2.M.27

2.M.28

2.M.29

2.M.30

2.M.31

2.M.32

2.M.33

2.M.34

2.M.35

Brought forward

Luminaire's and fixtures

Supply & install of following light fittings.

Light fittings shall be of high quality & shall

be subject to the approval of the Electrical

Engineer prior to the installation.

Supply & installation of wall mounted twin

box led weather proof ip66 6w up down

light.

At ground floor

At upper floor- Kitchen

At Restaurant

Supply & installation of pendant lamp C/W

250mm dia, conical plastic shade and 10W

LED bulb(P5)

At ground floor

At upper floor

Supply & installation of ceiling pendant lamp

C/W 200mmdia glass globe 10W LED Bulb

At ground floor

At upper floor

At Generator room

Supply & installation of ceiling 1200mm

suspension type T8 LED rub light complete

with 1x18W tube(Industrial type)(L6)

At ground floor

At upper floor

Supply & installation of recessed type

1200mm T8 LED tube light 1X18W fitting .

At ground floor

At upper floor


27

8

12

12

5

3

2

2

18

2

19

1

Nr

Nr

Nr

Nr

Nr

Nr

Nr

Nr

Nr

Nr

Nr

Nr


S07 - 109


2.M.36

2.M.37

2.M.38

2.M.39

2.M.40

2.M.41

2.M.42

2.M.43

2.M.44

2.M.45

2.M.46

2.M.47

Brought forward

Supply & installation of Square type

(210x210mm) surface mounted light fitting

weather proof type C/W 12W LED bulb.(C4)

At ground floor

Supply & installation of Ceiling lamp Surface

Mounted 15W(C1)

At ground floor

Supply & installation of 450mm dia Industrial

Exhaust fan with shutter (KDK or equivalent)

Supply & installation of 450mm dia Industrial

(High pressure) Exhaust fan with shutter

(KDK or equivalent)

Supply & installation of 300mm dia. Exhaust

fan with auto shutter(IP65)

At ground floor

Supply & installation of spot light indoor.

(SPt)(IP66)(15W)

At ground floor

At upper floor(restaurant area)

Supply & installation of wall fans 65W

At ground floor

Supply & installation of hand dryer. (HD)


At Main lobby :- Ground floor

Supply & installation of ceiling fan 1400mm

dia controlled by 5 speed fan regulator &

10A switch (F)

At ground floor

At upper floor


7

6

2

1

6

1

16

2

1

2

23

6

Nr

Nr

Nr

Nr

Nr

Nr

Nr

Nr

Nr

Nr

Nr

Nr


S07 - 110


2.M.48

2.M.49

2.M.50

2.M.51

2.M.52

2.M.53

2.M.54

2.M.55

Brought forward

Supplying & installation of Decorating ceiling

fan (KDK black) (Prime cost Rs.14000.00 -

15000.00)

Supply & installation of surge arrestor for

the total electrical system

At ground floor

Supply & installation of 400mm in size

Industrial type exhaust fan wired through a

13A socket outlet at high level.(EF) (KDK or

equivalent) (Prime cost Rs.43000.00 -

48500.00)

At upper floor- Kitchen

Supplying, installation and fixing of

Decorative Pendant type lobby light fitting

(Candle light)(prime cost Rs. 50000.00 -

60000.00)

At main building


Supplying, installation fixing and

Commissioning of Decorative Pendant type

Spot light fitting (Edison bulb or LED

Filament bulb)(track bar hanging type)

(Prime cost Rs. 25000.00 - 28000.00)

At Restaurant

Supply installation fixing and

Commissioning of Decorative Ceiling

mounted light fitting (Prime cost Rs.

6750.00 - 7500.00)

At Restaurant

Supply installation fixing and Commissioning

of Decorative bell type pendant light

fitting(Led or round tube light minimum

dimension 250 mm-300mm in dia and

450mm in high )(Prime cost:- Rs 12500.00)

At Restaurant :- Ground floor


11

1

0

3

3

1

14

8

Nr

P.Su

m.

Nr

Nr

Nr

Nr

Nr

Nr

200,000.00

Deleted


S07 - 111


2.M.56

2.M.57

2.M.58

2.M.59

2.M.60

Brought forward

Supply installation fixing and

Commissioning of Decorative Bell type

Pendant light fitting (Edison bulb or LED

Filament bulb)(Prime cost Rs. 4500.00 -

6000.00)


Supplying installation & fixing and

commissioning of 150 KVA Diesel Generator

along with sound proofing including all

necessary equipment's with ATS(Cummings

or equivalent)

At generator room

SP - lobby wiring recessed type wall

mounted plastic enclosure as specified

complete with following switch gears to be

supplied and installed to working order.

1 No 30A 2P MCB

1 No. 40A 2P RCD (30 mA sensitive) )

3 Nos 6A 1P MCB

3 Nos 20A 1P MCB

DB-2 (upper floor) in recessed type wall




1 No. 30A 2P MCB


2 Nos. 20A 1P MCB

4 Nos. 6A 1P MCB

A/C - Switch - With 20A 2P MCB in plastic

enclosure to be supplied and installed to

working order.


3

1

1

1

2

Nr

PS

Nr

Nr

Nr

7,200,000.00

7,200,000.00


S07 - 112


2.M.61

2.M.62

2.M.63

2.M.64

Brought forward

DB-3 (kitchen) in recessed type wall




1 No. 30A 2P MCB


4 Nos. 20A 1P MCB

2 Nos. 6A 1P MCB

DB - Driver in recessed type wall mounted

plastic enclosure as specified complete with

following switch gears to be supplied and

installed to working order.

1 No.30A 2P MCB

1 No.40A 2P RCD

4 No .20A 1P MCB

2 No.6A 1P MCB

DB-Stores Supplying and installation of wall

mounted (MSB-Panel) ,Recessed Enclosure

made electro Zinc coated sheet steel with

thickness not less than 1.5 mm -

2.00 mm and powder coated in Ivory grey

textured finish , should meet IP 54 Protection

level. Internal wiring , should be comply with

BS 7671:2008. Following items should as

follows;

1 No.100A 4P MCCB

4 No.30A 2P MCB

3 No. Indication lights

1 No.40A 30MA 2P RCCB

1 No 20A 1P MCB

2 No 6A 1P MCB

DB-Laundry in recessed type wall mounted




1 No 30A 2P MCB

1 No 40A 2P 30mA RCCB

4 No 20A 1P MCB


1

1

1

1

Nr

Nr

Nr

Nr


S07 - 113


2.M.65

2.M.66

2.M.67

2.M.68

Brought forward

DB-Staff in recessed type wall mounted

plastic enclosure as specified complete

with following switch gears to be supplied

and installed to working order.

1 No 30A 2P MCB


2 No 6A 1P MCB

2No 20A 1P MCB

DB-Toilet in recessed type wall mounted




1 No 30A 2P MCB


2 No 6A 1P MCB

2 No 20A 1P MCB

DB-SGR2 in recessed type wall mounted




1 No 30A 2P MCB

1No 40A 2P 30mA RCCB

2 No 6A 1P MCB

2 No 20A 1P MCB

Main Switch Board (MSB) (In Panel room)

Upgrading of wall mounted (MSB- Panel) as

per given electrical drawing with replacing of

1 Nos of 160A 4P MCCB


1

1

1

1.00

Nr

Nr

Nr

Nr


S07 - 114


2.M.69

2.M.70

Brought forward

ATS Panel (Generator Room) - Supplying

fixing and commissioning of wall mounted

Enclosure made electro Zinc coated sheet

steel with dimensions of

1000mmx750mmx250mm thickness not

less than 1.5 mm -2.00 mm and powder

coated in Ivory grey textured finish , should

meet IP 54 Protection level. Internal wiring ,

should be comply with BS 7671:2008.

Following items should as follows;

6 Nos of indicator lamps along with 2 fuses

3 Nos of 250A 4P MCCB

1 Nos of 250A 4P ATS

Sub panel 01 (Ground floor lobby)

Supplying fixing and commissioning of wall

mounted Enclosure made electro Zinc

coated sheet steel with dimensions of







3 Nos of indicators with fuse

1 Nos 160A 4P MCCB

1 set of 200A 4P Bus bar with earth bar

1 Nos 100A 4P MCCB

1 Nos 60A 4P MCCB

1 Nos 30A 3P MCB

6 Nos 30A 2P MCB

1 Nos 20A 4P MCB

1 Nos 40A 2P RCD(30mA)

3 Nos 20A 1P MCB

5 Nos 6A 1P MCB


1.00

1.00

PS

Item

520,000.00

520,000.00


S07 - 115


2.M.71

2.M.72

2.M.73

2.M.74

Brought forward

AC Panel (From Sub panel 01)Supplying


metal Enclosure made electro Zinc coated

sheet steel with dimensions of

500mmx450mmx250mm thickness not less

than 1.5 mm -2.00 mm and powder coated

in Ivory grey textured finish , should meet IP

54 Protection level. Internal wiring , should

be comply with BS 7671:2008. Following

items should as follows;

6 Nos 20A 4P MCB

6 Nos 40A 4P RCD

1 Nos 100A 4P MCCB

Sub Panel -02 (In panel room)Supplying


metal Enclosure made electro Zinc coated

sheet steel with dimensions of







1 Nos 125A 4P MCCB

1 Set 150A 4P Bus Bar with earth bar

5 Nos 60A 4P MCCB

1 Nos 30A 4P MCB

Commissioning and supply wires

4C 150mm2 Cu/XLPE/PVC/SWA/PVC UG

Cable

4C 70mm2 Cu/XLPE/PVC/SWA/PVC UG

Cable

4x50mm2 Cu/PVC/PVC Cable + 25mm2

CU/PVC Earth


1.00

120.00

47.00

12.00

Item

Item

m

m

m

Deleted

Deleted


S07 - 116


2.M.75

2.M.76

2.M.77

2.M.78

2.M.79

2.M.80

2.M.81

2.M.82

2.M.83

2.M.84

Brought forward


CU/PVC Earth


CU/PVC Earth


CU/PVC Earth


CU/PVC Earth

2x16mm2 Cu//PVC/PVC Cable + 16mm2

CU/PVC Earth

2x6mm2 Cu//PVC/PVC Cable + 6mm2

CU/PVC Earth

2 x 2.5mm2 Cu/PVC/PVC Cable + 2.5mm2

Cu/PVC Earth cable.

2 x 1mm2 Cu/PVC/PVC Cable + 2.5mm2

16mm2 Cu/PVC Earth cable.

Supply & installation of GI pipe as earth

electrode with 50mm dia. & earth cable

should be fixed with proper nut & bolts.


10.00

60.00

65.00

190.00

150.00

90.00

115.00

115.00

10.00

4.00

m

m

m

m

m

m

m

m

m

Nr


S07 - 117


2.M.85

2.M.86

2.M.87

2.M.88

2.M.89

Brought forward

5W Decorative lights for Managers

Quarters and Generator entrance gate

posts with IP67 or higher and to the

Engineer's Approval(Prime cost of the

fittings Rs. 2500.00 - 2800.00)

Kitchen Hood

Supplying and fixing of 900mm stainless

steel kitchen hood for gas burners. Rate to

include all related matters excluding wiring

point.

Air Conditioning Units

Supplying and fixing of air conditioning units

to Manager's Office area, and Grade 1

Staff rooms…etc

Inspection & Testing

Testing the installation & rectify any defect &

submit a certificate by a chartered Electrical

Engineer.

Drawings

Provide three sets of "As Build Drawings"

(A3 size) to cover all the systems under

electrical works binded as a book.

4

3

1

1

1

Nr

Nr

P.

Sum

item

item

750,000.00

750,000.00



S07 - 118


2.N.1

2.N.2

2.N.3

2.N.4

2.N.5

N- PAINTING


External Painting

Plinth painting ; Prepare and apply two

coats of approved colour C.I.C / Nippon

weather shield paint range or equivalent to

plinth including preparing surface of old work

to receive paint as per Specification and

Engineers approval

Painting to old work : Preparing the

surface of old painting work of External faces

of walls, scraped to original plaster, patching

up cracks and defects with Acrylic wall putty,

sand papering and preparation of surface

for application of paint. Prepared surface to

be Painted with two coats of approved colour

(C.I.C / Nippon weather shield paint range or

equivalent ) weather shied paint.

On brick walls ,columns , sides and soffit of

weather shades & mouldings


From ground floor level to upper roof level

Isolated columns

Between Ground floor and First floor

Sides and Soffits of Suspended Slab &

Beam

In first floor slab


90.00

125.00

210.00

15.00

15.00

m2

m2

m2

m2

m2


S07 - 119


2.N.6

2.N.7

2.N.8

2.N.9

2.N.10

2.N.11

2.N.12

Brought forward

Painting to New plaster: Prepare and apply

one coat of wall primer and two coats of

approved colour C.I.C / Nippon weather

shield paint range or equivalent including

preparing surface of of plaster to receive

paint (paint approved by engineer)


From ground floor level to upper roof level

Isolated columns



Beam

In Linking Corridor

Internal Paint

Painting to old work : Preparing the

surface of old painting work of Internal faces

of walls, scraped to original plaster, patching

up cracks and defects with Acrylic wall putty,

sand papering and preparation of surface

for application of paint. Prepared surface to

be Painted with two coats of approved colour

(C.I.C / Nippon paint range or equivalent )

interior emulsion paint.

On brick walls ,columns & mouldings

For Staff accommodation, Laundry, Store &

Dormitory area

For Kitchen , Entrance lobby & Restaurant

Isolated columns & Beams

At First Floor


260.00

250.00

25.00

200.00

400.00

305.00

150.00

m2

m2

m2

m2

m2

m2

m2


S07 - 120


2.N.13

2.N.14

2.N.15

2.N.16

2.N.17

2.N.18

Brought forward


Beam

In first floor slab

Painting to New plaster: Prepare and apply

one coat of wall primer and two coats of

approved colour C.I.C / Nippon Emulsion

paint range or equivalent including preparing

surface of of plaster to receive paint (paint

approved by engineer)

On brick walls ,columns & mouldings

For Staff accommodation, Laundry, Store &

Dormitory area

For Kitchen , Entrance lobby & Restaurant

area

Isolated columns & Beams



Beam

In first floor slab

Painting Steel Truss

Removing old paint from the Metal surface

of truss using cup brush and preparation of

surface for application of paint. Prepared

surface to be Painted with two coats of

anticorrosive paint and one coat of Enamel

paint as per Specification and Engineers

approval. (Approximate Span of Truss 9.3

m)

30.00

1050.00

355.00

150.00

295.00

0.00

m2

m2

m2

m2

m2

Item

Deleted

TOTAL CARRIED TO COLLECTION ON PAGE S 07 - -


S07 - 121


2.Q.1

2.Q.2

Q - HIGH PRESSURE LAMINATED PARTITION & OTHER WORK

High pressure laminated compacted board

door (Besco or equivalent), consist of an

inward swinging door total height 2100 mm

inclusive of 125mm high adjustable stainless

steel hook door knob, thumb turn indicator

lock and set off gravity hinges partition would

be set into existing walls with powder coated

aluminium extrusion frame. All complete as

per drawings and Engineer's approval

and/or High pressure laminated panel 12mm

tk. Typical toilet partition with minimum two

stainless steel adjustable legs, 125mm in

height total partition height from floor set off

gravity hinges partition would be set into

existing walls with powder coated aluminium

extrusion frame. All complete as per detail

drawing and Engineer's approval and/or

Supplying and fixing High pressure

laminated panel 12mm thick urinal separator

would consist of one separating panel

600mm in height with brackets. Rate to

include for fixing urinal separator to wall with

necessary screws. All complete as per

drawing and Engineer's approval.

In Male and Female Toilet 25.00 m2

Repairing of the roof end of corridors where

the corridor connects at T junctions with

one side of corridor with timber framed roof

structure and other side corridor with RCC

slab roof structure. The repair works will

includes finishing the end of timber framed

roof in proper manner with necessary frame

work, barge boards, ceiling...etc and rate

shall include for all necessary cutting,

fabricating and finishing work with all related

materials and completing the item in

acceptable manner to Engineer's approval.

3.00 Item



S07 - 122



COLLECTION

C - CONCRETE WORK Rs.

D - MASONRY WORK Rs.

E - WATER PROOFING Rs.

F - STRUCTURAL STEEL WORK Rs.

G- METAL WORK Rs.

H- CARPENTRY & JOINERY Rs.

J- ROOF AND ROOF PLUMBING Rs.

K - PLUMBING Rs.

L- WALL, CEILING AND FLOOR FINISHES Rs.

M- ELECTRICAL INSTALLATIONS Rs.

N- PAINTING Rs.

Q - HIGH PRESSURE LAMINATED PARTITION WORK Rs.

TOTAL CARRIED TO SUMMARY ON PAGE S 07 - 140 Rs.


S07 - 123


BILL NO 3 - EXTERNAL WORK

m

m

All External work to be executed

according to the available drawings and

as per Engineer's approval.

Q- EXTERNAL DRAINAGE

3.Q.1 RCC drain with cover slab : Storm water

Drain 300 mm wide and 250 mm starting

depth (or more as per site conditions)

internally built to slope in RCC concrete

Grade C20 (1:2:4) in 100 mm thick base

and 75mm thick side walls, complete with

12mm thick cement and sand 1:3

rendering, finished smooth with neat

cement floating to all exposed surfaces

and covered with 450 x 600 mm in size

and 100 thick perforated RCC cover slabs.

Rate to include for necessary site clearing,

excavation, backfilling, Reinforcement

(R6@150mm c/c & b/w), Formwork & all

necessary related work....etc and

completing the item as per the Engineers' approval.

100.00

3.Q.2 RCC drain only : Strom water drain

450mm internally wide and 250mm

starting depth (or more as per site

conditions) internally built to slope in

cement concrete 1:2:4 ( 20mm ) in 100

mm thick base and 100mm thick side

walls, complete with 12mm thick cement

and sand 1:3 rendering, finished smooth

with neat cement floating to all exposed

surfaces and covered with steel grating.

Rate to include for necessary r/f

(R6@150mm c/c & b/w), excavation and

expansion joints around the building and

connected to road drain.(steel grating

measured separately)

40.00



S07 - 124


Brought forward

m

m

m3

3.Q.3 Supplying and fixing of steel fabricated

grating cover for Drainage; approx. with

(internally) - 450 mm , consisting of 40 mm

wide & 5mm thick equal angle iron welded

to make a frame, 40mm wide & 5 mm thick

flat iron welded to frame vertically in

25mm C/C spacings. Additionally, 12 mm

Dia. Steel bar to be welded horizontally at

each flat iron member which goes through

each flat iron member in centre(Pass

through) & it will be welded to frame at

both ends & as specified by Engineer and

work to be completed as per drawing,

specification and Engineers approval.

Rate shall include for all related matters,

painting with one coat of anticorrosive

paint and two coat of enamel paint etc...

40 -

3.Q.4 110mm dia. Soil pipe between all type of

manholes and pipes extended from

manhole up to the septic tank and

soakage pit laid to necessary falls with

average invert depth not exceeding

900mm including excavation and back

filling , bedding on a layer of cement

concrete 1:4:8(38mm) 100mm thick and

100mm wide on each side of the pipe and

subsequently encasing with the same

concrete after inspection of the pipe

203.00

Grease trap (Quantity for 2 No)

Drawing No :- 2016-TP-WSS03

Excavation & Earth work

3.Q.5 Excavation for grease trap pit,

commencing from existing ground level,

not exceeding 1.0 M deep in any material

except rock requiring blasting, backfilling

and disposal of surplus earth as directed.

2.00



S07 - 125


Brought forward

3.Q.6 Excavation for grease trap pit,

commencing from existing ground level,

exceeding 1.0 M but not exceeding 2.0

M deep in any material except rock

requiring blasting, backfilling and

disposal of surplus earth as directed. 0.40

m3

Earth work supports

3.Q.7 Earthwork supports, (Planking &

Strutting) total depth of excavation not

exceeding 2.0m and distance between

vertical sides (opposing faces) not

exceeding 2.0m, (Payment will be made

only for actually executed Quantities on

the order of the Engineer) 3.00

m2

Dewatering

3.Q.8 Allow for dewatering, in the manner

approved by the engineer to keep all

excavation dry until all works in

substructure are completed (payment will

be made only if actually executed on the Pro.

order of the engineer ) 1 Sum 15,000.00 15,000.00

Concrete work

Lean Concrete

3.Q.9 75mm thick lean concrete ' C - 15 ' in the

under base slab

2.00 m2

Reinforced Concrete

Reinforced cement concrete Grade ' C -


3.Q.10 In 150mm thick base slab

0.30 m3

3.Q.11 In 125mm thick wall 1.20 m3





S07 - 126


Brought forward

Formwork

Note :Refer pricing preambles

Formwork is measured as the net contact

surface measurement between concrete

and formwork From work for columns and

beams is given as a girth measurement.


description of materials and workmen

ship. Formwork shall provide a finish to

concrete surface to receive plaster as per

section 5.4.8.11 in Specification.

Formwork as described to

3.Q.14 Vertical sides of wall 34.00 m2

Reinforcements

Refer pricing Preambles

Tor Steel Rod Reinforcement

(fy=460N/mm2)

3.Q.15

10mm dia. in wall & base

0.10

MT

Mild Steel Rod Reinforcement

(fy=250N/mm2)

3.Q.16 6mm dia. In wall 12.00 Kg

Accessories

3.Q.17 Supply and fixing 10mm thick chequered

plate cover in two pieces with lifting

handles

2

Nr

3.Q.18 Supply and fixing 110mm dia. PVC pipe.

2 m

3.Q.19 Supply and fixing 63mm dia. PVC vent

pipe.

4

Nr

3.Q.20 Supply and fixing 110mm dia. PVC equal

tee

4

Nr



S07 - 127


Brought forward

Manhole type A- 475 x 625mm

internally

RCC Manhole type A, Internal

dimensions 475 x 625 mm (Depth up to

450mm) wall thickness 100 mm & base

Slab thickness 150 mm.Rate to include

100mm thick cover slab cover Slab with

lifting handle, Inlet and outlet connections

as per Engineer's' approval.

3.Q.21

Waste water manhole

3

Nr

3.Q.22 Sewerage Manhole 1 Nr


dimensions 475 x 625 mm (Depth is

greater than 450mm & up to 600mm)

wall thickness 100 mm & base Slab

thickness 150 mm.Rate to include




3.Q.23

Waste water manhole

5

Nr










3.Q.25

Waste water manhole

3

Nr




S07 - 128


Brought forward









3.Q.27 Waste water manhole 1 Nr


Manhole type B- 475 x 750mm

internally

RCC Manhole type B, Internal

dimensions 475 x 750 mm (Depth up to

450mm) wall thickness 100 mm & base

Slab thickness 150 mm.Rate to include




3.Q.29

Sewerage Manhole

1

Nr

RCC Manhole type B, Internal








3.Q.30 Waste water manhole 1 Nr

3.Q.31 Sewerage Manhole 1 Nr RCC Manhole type B, Internal










S07 - 129


Brought forward Nr

Nr

Nr

Nr

Nr

Nr

Nr.

3.Q.32 Sewerage Manhole 1 RCC Manhole type B, Internal








3.Q.33

Waste water manhole

2

3.Q.34 Sewerage Manhole 1

Manhole type C- 475 x 1050mm

internally

RCC Manhole type C, Internal

dimensions 475 x 1050 mm (Depth up

to 450mm) wall thickness 100 mm &

base Slab thickness 150 mm.Rate to

incliude 100mm thick cover slab cover

Slab with lifting handle, Inlet and outlet

connections as per Engineer's' approval.

3.Q.35 Waste water manhole 1

RCC Manhole type C, Internal








3.Q.36 Waste water manhole 2

3.Q.37 Sewerage Manhole 1

3.Q.38 Water collecting pot - 600 x 600mm as

per drawing with invert depth not

exceeding 900mm including 100mm

square G.I. mesh fixed to drain under the

concrete pot and 25 x 75mm rough

plaster band, all complete to approval. 26



S07 - 130


R- WASTE WATER TREATMENT UNIT

AND STORM WATER DISPOSAL

3.R.1 Supply and installation of Johkasou

technology(Japanese) waste water

treatment Tank as per approved

manufacturer's Standards and Engineers

approval. The work includes Excavation &

Temporary work, Dewatering, temporary

support, Levelling the base with sand, 150

mm Base concrete, Filling Water,

Backfilling, Piping and Electrical Work

(Prime cost for 5000 lIter capacity is Rs.

1,700,000.00 excluding VAT)

1.00 Nr.

3.R.2 Sump and pump room construction for

Pumping out the treated water from tank

including earth work, concrete work,

accessories, pump, ground sump(1000L)

& fittings and all necessary works.

1.00 Item

Storm water disposal

3.R.3 110mm dia. PVC pipe type PNT7 laid to

necessary falls with average invert depth

not exceeding 900mm including

excavation and back filling, bedding on a

layer of cement concrete 1:3:6 (40mm)

100mm thick and 110mm wide on each

side of the pipe and subsequently

encasing with the same concrete after

inspection of the pipe.

30.00

m

3.R.4 160 mm dia. PVC pipe type PNT 7 from

drainage extended up to the discharge

point laid to necessary falls with average

invert depth not exceeding 900mm

including excavation and back filling,

bedding on a layer of cement concrete

1:4:8(38mm) 100mm thick and 110mm

wide on each side of the pipe and

subsequently encasing with the same

concrete after inspection of the pipe.

20.00 m



S07 - 131


Brought forward

RCC storm Water catch Pit

3.R.5 Construction of RCC Storm Water catch

pit; Internal Size 900 x 900mm (depth not

exceeding 1000 mm) , Consisting of

100 mm thick Wall and 150 mm thick Base

in Grade C-20(1:2:4) concrete and

rendered with 1:2 cement sand rendering

. Rate shall include for all necessary

related work such as Removal of existing

interlock paving, Excavation, Form work,

Reinforcement and Expansion joint. Etc

and all work to be done as per

specification and Engineer's approval. (

Mild steel grating Measured separately )

2.00 Nr

3.R.6 Supplying and fixing of steel fabricated

grating cover for catch pit ; Size - 900 x

900 mm internally, consisting of 40 mm

wide & 6mm thick Flat iron welded to make

a Square frame, 40mm wide & 5 mm thick

flat iron welded with frame horizontally to

one side of flat iron frame at 150 mm C/C

spacing. Additionally, 16 mm Dia Tor Steel

bar welded horizontally to other side of flat

iron frame at 150mm C/C spacing as

specified by Engineer and work to be

completed as per drawing, specification

and Engineers approval. Rate shall

include for all related matters, painting

with one coat of anticorrosive paint and

two coat of

2.00

Nr



S07 - 132


S - GENERATOR ROOM

3.S.1 Allow for clearing site of all growth

roots and cutting top soil up to a depth

of 150mm extended up to 3.0m beyond

outer walls of proposed Sump & Pump

house pit and carting away the waste

material from the site where directed.

(Approx. 125.00m2 ) 1.00 Item


ground level, not exceeding 1.00 m deep

in any materials except rock requiring

blasting, part return fill in ram and surplus

disposed as directed. Rate shall include

for compacting after excavation (well

rammed and consolidated).

3.S.2 For Footing

7.50 m3

Concrete Work

Mass concrete Grade' C - 25 ' in the

following ;

3.S.3 For mass concrete footing ( Depth - 1800

mm)

44.00

m3

3.S.4 Supply & Laying 1000 gauge Polythene

membrane.

37.00

m2

Reinforced cement concrete Grade 'C -


3.S.5 In staircase footing 0.13 m3

3.S.6 In staircase shaft 0.14 m3

3.S.7 In steps and waist of staircase 0.83 m3

Formwork


3.S.8 Vertical sides of mass concrete footing 28.50 m2



S07 - 133


Brought forward

3.S.9 Vertical sides of staircase footings

<300mm high 4.00 m

3.S.10 Vertical sides of staircase shaft 1.62 m2

3.S.11 Sides of steps and waist of staircase 1.25 m2

3.S.12 Sloping soffit of staircase 3.75 m2

Reinforcement




chairs included in BOQ Quantities) fy =

460 N/mm2

10mm dia.

3.S.13 In mass concrete footing 50.00 Kg

3.S.14 In staircase footing and shaft 23.00 Kg

3.S.15 In waist and landing of staircase 132.00 Kg

Mild Steel Rod Reinforcement

(fy=250N/mm2)

3.S.16 6mm dia as stirrups 28.00 Kg

STRUCTURAL STEEL WORK

3.S.17 Supplying and Fixing of Structural Steel

Portal Frame Consisting of

180x94x24.13kg/m Section as column

and rafter including necessary 10 mm

thick mild steel End plates, necessary

eaves hauch and apex haunch cut from

180x94x24.13 "I" sections and ,

necessary Nut & bolt. Approx. weight of

each portal frame - 0.42 MT ).Work to be

completed as per Specification and

Engineers Approval 3.00 Nr



S07 - 134


Brought forward

3.S.18 Supplying and Fixing of Structural Steel

eaves beam fixed to portal frame a eaves

Consisting of 126x74x14.223kg/m

Section including necessary 10 mm thick

mild steel End plates, necessary eaves

and necessary Nut & bolt. Approx.

weight of each beam - 0.03 MT ) .Work

to be completed as per Specification and

Engineers Approval

6.00 Nr

3.S.19 Supplying & Fixing High tensile

Galvanized Steel 100 x 50 x 12mm Lip

channel purlins, having the member

thickness of 2.0mm (Tensile strength

450 N/mm2) standards complying with

JISG 3302. Each Purlins connected with

10mm M.S plate welded to Rafter beam

fixed with 10mm dia. Nut and Bolts. Rate

shall include for painting with two coat of

anticorrosive paint and one coat of

enamel paint M.S plate.

88 m

3.S.20 Supplying and Fixing of 10mm steel rods

with turn buckles, welded with gusset

plate and fixed between portal frame

and all work to be completed as per

Drawing, specification and Engineer's

Approval. 28.00 kg

Metal work

3.S.21 Fabricating and fixing of MS grills with

25mm x 6mm thick flat iron frame and

6mm dia.MS. rods welded to diamond

shape 75mm centres both ways.

43.00 m2

3.S.22 fabricating and fixing removable opening

type with 25mm x 6mm thick flat iron

frame and 6mm dia M.S rods fixed to

frame, all as per drawing and Engineer's

approval. Rate shall include for all related

maters and Nut & bolts 28.30

m2



S07 - 135


Brought forward

3.S.23 Supplying and welding 25mm x 25mm x

6mm MS angle iron horizontal bracing to

existing GI pipe posts. Rate to include for

painting one coat of anticorrosive paint

and two coats of enamel paint. 45.00 m

3.S.24 Fabricating and fixing of 900 mm high,

heavy duty GI. Pipe Guard railing,

consisting of 40 mm dia.Vertical pipe

(Balusters) raised at 600 mm intervals &

firmly fixed to Concrete floor at bottom &

welded to 50 mm dia.heavy duty

Horizontal GI. pipe top rail. one rows of

25mm dia. heavy duty GI pipe bracings

welded to Vertical pipes horizontally at

bottom. Rate shall include for painting

with two coat of anticorrosive paint and

one coat of enamel paint 6.00 m

Roof covering & plumbing

3.S.25 0.47 mm thick Zink Aluminium colour

bond tile profile roofing sheets laid on

prepared frame work, fixed as per

manufacture's specification. Roof frame

work measures separately.

97.00 m2

3.S.26 12mm thick heat insulation sheet (

Bubble Bubble foil reflective insulation

sheet) laying on 75 x75 mm GI mesh on

existing steel purling and fixing with

binding as per manufacturer's

specifications

97.00

m2

3.S.27 Zink Aluminium sheet ridge covering

fixed to roofing sheets with necessary

hooks , bolts nuts, etc.. all complete as

per Drawing and Engineers approval. 11.00 m



S07 - 136


Brought forward

3.S.28 Supplying and fixing 300 mm High Zinc

Aluminium high tensile valance board and

barge board with brackets (with GI box bar

frame work) fixed complete as per

manufacture's specification. Rate shall

include for frame painting with two coats

of anticorrosive paints and complete the

work as specified by the Engineer.

41.50

m

3.S.29 Supplying and fixing 0.47 mm thick zinc /

Aluminium high tensile (Grade 550 )

457mm girth eaves Box gutter with

brackets and specials fixed complete as

per manufacture's specification.

21.50

m

3.S.30 Supplying and fixing 0.47 mm thick (

457mm girth) zinc / Aluminium high tensile

down pipe with brackets fixed complete as

per manufacture's

24.00

m

Finishes

Rendering, 12mm thick in cement and

sand (1:3) , and finished with floating coat,

using neat Cement and finished smooth.

3.S.31 For floor & plinth of foundation 55.00 m2

3.S.32 For stair case steps and waist 10.00 m2



S07 - 137


BILL NO 3 - EXTERNAL WORKS

COLLECTION

Q- EXTERNAL DRAINAGE Rs.

R- WASTE WATER TREATMENT UNIT

AND STORM WATER DISPOSAL

Rs.

S - GENERATOR ROOM Rs.

TOTAL CARRIED TO SUMMARY ON PAGE S 07 - 140


S07-138


4.T.1

BILL NO 4 - MISCELLANEOUS WORK

LP Gas Line Installation

Supplying, Installation and Commissioning

of LP gas line for kitchen from LP gas

cylinder storage room at ground floor. Rate

to include all necessary items related to work

including safety measures such as gas leak

detectors, auto shut off valves, fire

extinguishers...etc. Work shall be completed

in relevant standards (CIDA Fire

Regulations) and work shall be completed to

working order and to the Engineer's

approval.

1.00

PS

400,000.00

TOTAL CARRIED TO COLLECTION ON PAGE S 07 - 139 400,000.00


S07-139


BILL NO 4 - MISCELLANEOUS WORK

COLLECTION

S - MISCELLANEOUS WORK

Rs.

400,000.00

TOTAL CARRIED TO SUMMARY ON PAGE S 07 - 140 400,000.00


S07 - 140

GRAND SUMMARY

ITEM AMOUNT

PRELIMINARIES (S07-25) Rs:

BILL NO : 1 - DEMOLITION AND OTHER (S07-38) Rs:

BILL NO : 2 - RENOVATION & ALTERATION (S07-122) Rs:

BILL NO : 3 - EXTERNAL WORKS (S07-137) Rs:

BILL NO : 4 - MISCELLANEOUS WORK (S07-139) Rs:

SUB TOTAL ( 1 )

Rs:

Less

Provisional Sums

Rs:

11,035,000.00

SUB TOTAL ( 2 ) Rs:

Less Discount --------- (% )( if any) Rs:

Add

Provisional Sums

Rs:

11,035,000.00

GRAND TOTAL Rs:

Bid Sum carried over to Form of Bid on Page No. S4 -02

VAT Registration Number ………………………

……………………………………………………………………………………………….

Signature of Bidder

Date :……………………………………………….

Witness : (1) : ………………………………………………….

Address : …………………………………………………………..

Witness : (2) : ………………………………………………….

Address : …………………………………………………………..

Documents

BILL OF QUANTITIES - SLTDA