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GOVERNMENT OF THE DEMOCRATIC SOCIALISTIC

REPUBLIC OF SRI LANKA

Ministry of Provincial Councils and Local Government

Provincial Council, Southern Province

Pura Neguma – Local Government Enhancement Sector Project

(LGESP) - (Additional Financing)

(Loan No. 3431 SRI (SF))

Price Bid

Name of the Package: Construction of PS Building with Library and Ayurvedic Center at Habaraduwa for Habaraduwa Pradeshiya Sabha

Package No: SP-AF-HAB-04

IFB Number: SP-AF-01

Issued by: Sub-Project Coordination Unit, LGESP, Southern Province, Pura Neguma Country: Sri Lanka

Sub-project Coordinating Unit – Southern Province

Pura Neguma - Local Government Sector Enhancement Project (LGESP)

(Additional Financing)

6th

Floor, Department of Local Government, District Secretariat, Galle,

Sri Lanka

Telephone: 091 2226865 Facsimile number: 091 2226820 E Mail: [email protected]


Letter of Price

DA T E :

NCB No.: SP-AF-HAB-04

Invitation for Bid No.: SP-AF-01

Name of Package: ____________________________________________

To: .............................................................................................................................................................

We, the undersigned, declare that:

(a) We have examined and have no reservations to the Bidding Documents, including Addenda issued in accordance with Instructions to Bidders (ITB) 8;

(b) We offer to execute in conformity with the Bidding Documents the following Works:

(c) The total price of our Bid, excluding any discounts offered in item (d) below is:

……………………………………………………………………………………………..

(d) The discounts offered and the methodology for their application are:

……………………………………………………………………………………………..

(e) Our Bid shall be valid for a period of 120 days from the date fixed for the bid submission deadline in accordance with the Bidding Documents, and it shall remain binding upon us and may be accepted at any time before the expiration of that period;

(f) If our Bid is accepted, we commit to obtain a performance security in accordance with the Bidding Documents;

(g) We have paid, or will pay the following commissions, gratuities, or fees with respect to the bidding process or execution of the Contract: **

Name of Recipient Address Reason Amount

......................................... ........................................ ............................... .....................

......................................... ........................................ ............................... .................... .

(h) We understand that this bid, together with your written acceptance thereof included in your notification of award, shall constitute a binding contract between us, until a formal contract is prepared and executed; and

(i) We understand that you are not bound to accept the lowest evaluated bid or any other bid that you may receive.

(j) We agree to permit ADB or its representative to inspect our accounts and records and other documents relating to the bid submission and to have them audited by auditors appointed by ADB.

(k) If awarded the contract, the person named below shall act as Contractor‟s Representative.


Name .................................................................................................................................................

In the capacity of ................................................................................................................................

Signed ................................................................................................................................................

Duly authorized to sign the Bid for and on behalf of ..........................................................................

Date ....................................................................................................................................................

** If none has been paid or is to be paid, indicate “none”


Bill of Quantities [Ad-measurement contract]

PREAMBLE TO BILL OF QUANTITIES

1. General

The Contractor‟s attention is specifically directed to the Conditions of Contract, Specification

and the Drawings, which are to be read in conjunction with the Bill of Quantities and the

Preamble.

2. Application of Preamble to Subsequent Work

The relevant clauses of this Preamble shall be deemed to apply equally to the works

subsequently ordered to the contractor, for execution either under Provisional Sum orders or

variation orders, except where specifically varied therein.

3. Method of Measurement

The Works as executed will be measured for payment in accordance with the method

adopted in the Bill of Quantities and under the item as set forth therein. The net

measurement or weight of the finished work in place will always be taken, and except where

otherwise stated or where separate items are provided, no allowance will be made for cutting,

waste, laps, circular work, etc., and no deductions will be made for grout nicks, joggle holes,

rounded arises or for shrinkage for fitting ironwork and the like.

Payment will be made only for those materials, which are specified and permanently installed

in the works to the approval of the Project Manager. Construction materials supplied and

delivered to the site by the Contractor which become surplus to the requirements of the

works shall become the property of the Contractor who shall reimburse the Employer any

money that was paid to the Contractor for the supply and delivery to site of the surplus

materials.

4. Units and Extension of Bills of Quantities

All sizes and quantities have been entered in the Bills of Quantities in Imperial Units. Figures

involving decimals, including sums of money are written in the British tradition, namely, with a

full stop in the decimal position and commas between each successive group of three digits

to the left of the decimal position.

The Bidder shall indicate the total amount for each item (i.e. the quantity multiplied by the

rate) to the nearest cent when inserting the figures in the BOQ.


5. Rates and Sums to be for Work Complete

Notwithstanding any limits which may be implied by the wording of the individual items and/or

explanation in this preamble it is to be clearly understood by the Contractor that the rates and

sums which

he enters in the Bills of Quantities shall be for the work finished and which is complete in

every respect, he shall be deemed to have taken full account of all requirements and

obligations, whether expressed or implied, covered by all parts of the Contract, and to have

priced the items herein accordingly. The rates and sums must therefore include for all

incidental and contingent expenses and risks of every kind necessary to construct, complete

and maintain the whole of the Works in accordance with the Contract. Full allowance shall

be made in the rates and/or sums against the various items in the Bills of Quantities for all

costs involved in the following inter-alia, which are referred to and/or specified herein and

other related items, except where separate items are provided.

(1) All site investigations, which may be necessary;

(2) All setting out and survey work;

(3) Temporary fencing, watching, and lighting;

(4) Paying fees and giving notice to authorities;

(5) Payment of all patent rights and royalties;

(6) Reinstatement of the site;

(7) Safety precautions and all measures to prevent and suppress fire and other hazards;

(8) Workers camps may be located within the site depending on the availability of space and

there are no issues for the possession of the site, once the contract is signed. Women shall

be given equal pay for work of equal value;

(9) Workers camps should be provided with sanitary amenities as per the standards given in

the IFC (2009) Worker‟s Accommodation: Processes and standards. At least 1 toilet per 15

workers should be provided with separate facilities for males and females and site should

be kept clean and solid waste and waste water disposal should be carried out as per the

CEA regulations. All toilets should be kept 50 m away from drinking water sources;

(10) Interference to the works by persons, vehicles, and the like using the existing facilities;

(11) Works in connection with the protection and safety of adjacent structures;

(12) Supplying, maintaining and removing on completion Contractor‟s own accommodation,

offices including Engineer‟s office, stores, workshops, transport, welfare services and all

charge in connection therewith; except those for which a separate BOQ item is provided;

(13) Working in the dry except where otherwise permitted by the specification;

(14) Maintaining access roads;

(15) The supply, inspection, sampling and testing of materials and of the Works under

construction, including the provision and use of equipment;

(16) Except where separate items are provided for bringing plant to the site and removing on

completion, for providing, transporting to site, setting to work operating (including all fuel

and consumable stores), maintaining and removing from the site upon completion all

construction plant and equipment necessary for the execution of the work, including the

cost of all tests and other requirements in respect to such plant and equipment;

(17) The recruitment, bringing to and from the site, accommodating and feeding and all

incidental costs and expenses involved in the provision of all necessary skilled and

unskilled labour and supervision, except for whom a separate BOQ item is provided;

(18) All statutory taxes and levy, surcharges etc. including stamp duty payable on the contract,

which will have to be borne by the Contractor.\

(19) All costs of supplying water and electricity to the site for the completion of works.


(20) All costs of providing safe accommodation to the Employees.

(21) Final cleaning and handing over of facility in a good condition including submission of as

built drawings and Operation and Maintenance Manual

(22) Marking the trace of the pipe line and obtain approval from the Engineer. If it is along a

road before marking, obtain the offset from the center line of the road from RDA or PRDA

or other road maintenance authority as applicable.

(23) The maximum length of open trench excavation which can be left ahead of pipe laying is

only 20 m. Pipe laying should be done on a bedding of well graded sand height 100 to 150

mm above the trench bottom or as shown in the drawings. Backfilling up to 300 mm above

crown of the pipes to be done with soft material free of stones of size more than 2.5 cm.

Backfilling should be done leaving the joints open until the pressure testing is over.

(24) The cost of temporary reinstatement of damages to the existing road surface or repairs to

any structure when carrying out work of the contract shall be borne by the Contractor. (Cost

of permanent reinstatement of roads will be paid separately).

(25) All temporary reinstatements to roads shall be done conforming to RDA specifications.

(26) Locations of Air Valves and Scour Valves should be indicated by standard concrete

markers giving the depth etc.

(27) Testing of materials, pressure and leak testing, disinfection of water lines and completed

works as per the ICTAD (SCA/3/2) specification

(28) Management of traffic, safety control measures, erecting barricading and sign boards.

(29) Provision of temporary accesses to resident‟s property during construction

(30) Contractor when operating on a road shall not work in a continuous stretch more than

500m long and two such working stretches shall have a gap of 500 meters to minimize road

users‟ inconvenience.

(31) Any unsuitable material for use in works shall be taken away from the site by Contractor.

(32) All rates quoted for items of supply and laying of pipes and specials for transmission and

distribution systems shall contain excavation, backfilling as per the ICTAD (SCA/3/2-

second edition – April 2002).

No claim will be considered for further payment in respect of any work or method of

execution, which may be described in the Contract or is inherent in the construction of the

work and detailed on the drawings on account of

(1) Any omission from the wording of the items or from a clause in the Preamble or

(2) No mention of such work or method of execution having been in the Preamble

Items against which no rates or sum is entered by the Contractor, whether quantities are

stated or not, will not be paid for when executed, but will be regarded as covered by other

rates in the Bills of Quantities.

The quantities set out in the Bills of Quantities are the estimated quantities of the work and

they shall not be taken as the actual and correct quantities of the works to be executed by the

contractor in fulfillment of his obligation under the contact.

The Contractor shall be deemed to have taken into account all recognized holidays, festivals,

religious and other customs in his Bid Prices and his Construction Programmes.


6. Rates and Sums to Bear Proper Relation to Work Described

The rates and sums entered by the Contractor against all items in the Bills of Quantities must

bear a proper relationship to the cost of carrying out the work described in the Contract; all on

costs and similar charges which are applicable to the Contract as a whole are to be spread

over all the rates in the Bills of Quantities, whilst those which are applicable only to particular

sections of the Contract are only to be spread over items to which these sections refer.

However, the Contractor shall ascertain the exact nature and extent of work to be performed

by reference to the Drawings, Specifications and Conditions of Contract as the case may be.

7. Provisional Sum Items

Provisional Sums will be dealt with as provided for in the Conditions of Contract.

Provisional Sums are represented by the words “Provisional Sum” or “PS” entered under the

description.

Overhead and Profit for the PS items will not be paid separately.

8. Provisional Quantity Items

Certain items in the Bills of Quantities are designated “Provisional Quantity” in the description

column to indicate that the quantities for the work covered by such items are provisional, or

that the provision of such facilities as are described in the items may not in the event be

required under the contract. All items so designated will be used only at the direction and

discretion of the Project Manager, and if not used either wholly or in part shall, as to the

amount not used, be deducted from the Contract Price. Where such items consist of a sum,

the Contractor shall enter a lump sum, which shall be the price for the work if executed, as

distinct from a “Provisional Sum” as defined herein.

No claim will be entertained in respect of overhead charges or any other costs, which may

allegedly result from the omission of all, or part of the work covered by such “Provisional

Quantity” Items.

9. Payment of Items in a Monthly Basis

Payment under items, which are measured on a monthly basis, will not be commenced until

the facilities described in the items and the Specification has been provided to the

satisfaction of the Project Manager. Payment will continue until such time as the Project

Manager shall signify that facilities are no longer required.

Certain manpower inputs by the Contractor for certain specific positions will be paid under

the BOQ items if provided for this purpose. Any other manpower inputs by the Contractor will

not be paid under these items.


10. Payment of Lump Sums for General and Other Items

Lump Sum items stipulated in Bill No. 1 and where the Bidder includes additional items for

complying with the general conditions etc. will be paid on the basis of a proportion of

respective lump sum in the same ratio as the value of the work completed bears to the total

value of the Contract.

Lump Sum items stipulated in Bill No. 1 which are related to a specific work will be paid on

the basis of the proportion of actual work done to the total work of that specific item as

assessed by the Project Manager.

Items with quantities and units will be paid against number of units used and/or incorporated

in the works.

11. Protection of Work and Cleaning up on Completion

The Contractor shall allow, in his rates, for protecting completed work from subsequent

operations, making good all damage to complete work, for clearing away all rubbish as it

accumulates, and leaving the site in a tidy condition to the satisfaction of the Project

Manager.

12. Demolition

The rates and prices for demolition shall include for;

(1) The activities prior to the demolition, including further surveys, investigations.

(2) Providing adequate supports to the adjacent structures and the structure to be

demolished, including the shoring, propping needling etc.

(3) Removal of all debris as directed, and recover the salvaged material.

(4) Making good of all works disturbed or damaged.

(5) Diverting or disconnecting any existing service lines which could be affected.

13. Site Clearance

Rates for site clearance shall include (if not separately allowed) for the removal of all trees,

shrubs, boulders or other debris from the area of the site and disposal of same in an

approved location, spreading at least 100mm of topsoil over the site upon completion.

14. Earthworks

(1) Excavation in all Material except Rock

The rates and prices for excavations shall be for all types of material encountered except

rock including ground conditions above or below water level. The Contractor must make due

allowance for the possibility of permission not being granted to the use of explosives for

blasting and other operations.

(a) For structures, volume of material excavated measured as the product of the horizontal

area of the base of permanent work to be constructed and the mean depth below


ground level, or measured as the volume to be occupied by permanent work below

ground level, whichever is the greater.

In no case shall any of the following quantities be included in the measurement for

payment.

(1) Quantity outside the vertical planes of neat outline of foundation structures

unless shown otherwise on the drawings.

(2) Quantity of excavation and/or backfill for water supply pipe lines, sewer

pipelines, and storm drainage except as allowed for in pipeline construction as

specified.

(3) Quantity of any excavation performed prior to the taking of measurements of

the undisturbed natural ground.

(4) Quantity of any material re-handled, except where the drawings indicate or the

Project Manager directs the excavation after embankment has been placed.

(5) Removal of slides, cave-ins, silting or filling due to the action of the elements

or weather and/or carelessness of the Contractor.

(b) For unsuitable material, volume of excavated material shall be measured as volume of

material (below base of the permanent works) directed to be removed by the Project

Manager. However, this does not include removal of material rendered unsuitable due

to contractor's method of excavation.

No allowance is made for bulking or for any extra transport required due to bulking. The

rates shall include, if separate items are not provided but not by way of limitation, for:

(1) excavation to the correct depth and preserving the bottoms of excavations in a

state suitable for the reception of concrete or other foundation work, and no

payment will be made for any concrete or any bedding required for filling over-

excavated volumes or disturbed areas to the net dimensions as indicated on the

Drawings,

(2) any additional excavation required for shuttering, working space, temporary or

permanent shoring, and subsequent refilling and ramming and disposal of surplus

and back fills behind structures,

(3) provision of storage areas for the temporary storage of any material required for

back filling which cannot be stored alongside the excavation for any reason,

together with the cost of transporting, loading including disposal of surplus and

unloading such material and all other charges incurred in this respect,

(4) Trimming the bottoms of excavations including bottoming to falls, and trimming to

sloping surfaces where required or indicated on the Drawings,

(5) taking all precautions by supporting faces of excavation to ensure the safety of

the workmen and to prevent damage to adjacent walls, building and all other

structures and services, including permanent and/or temporary shoring of

trenches,

(6) Keeping the site and trenches and all other excavations free from water from

whatever cause arising,

(7) for clearing any scrub or other vegetable growth including all trees and for

disposing of the whole of the cleared material to tip provided by the Contractor,

(8) all temporary and permanent measures required to protect and support all

existing pipes, cables and services, including all chambers, gullies and


foundations thereto, or repair or replace them should they become damaged due

to the Contractor‟s activities,

(9) all barriers, lighting, warning signs and any other measures necessary to ensure

complete safety around the area of the works,

(10) Reinstatement except where separate items are included.

(2) Excavation in Rock

Excavation in rock, which shall, in all cases, be measured extra over measurement under

1(a) or 1(b) above by volume from the level at which rock is encountered. For work

described under 1(a) and 1(b), measurement shall be as specified therein.

(3) Fill

Fill shall be measured as the net volume above ground level of the permanent earthwork to

the dimensions shown on the Drawings or ordered by the Project Manager, irrespective of

source of material. The rate shall include for selection, handling, placing, compaction of

excavated or imported material and cost of control and material selecting tests (field and

laboratory). Costs incurred in connection with the remedial work ordered by the Project

Manager consequent to the results of control tests falling below the minimum specified shall

be borne by the Contractor.

15. Concrete

The rates for concrete are to include for

(1) all costs incurred in determining the mixes to satisfy the Specification ( including any

admixtures);

(2) Supplying all material (including any admixtures), storing, mixing, transporting, placing

and compaction (whether by hand or vibration);

(3) Excavation as required below previously filled levels and back filling (except where

separate items are provided);

(4) Roughening the surface of previously executed work as required in order to provide the

necessary bond with new concrete;

(5) Achieving specified tolerance;

(6) Forming sloping, falls and the like;

(7) Forming holes or boxing out for pipes, bolts, frames for covers and other steel work;

(8) Building in cable conduit, pipes, junction boxes etc;

(9) Forming 25mm chamfers on all external arises to exposed concrete;

(10) forming all construction joints, keys, stop ends, temporary stops and shuttering of other

than permanently exposed faces (except where separate items are provided);

(11) Curing the concrete and all measures to protect freshly poured concrete from direct

sunlight and wave action;

(12) Troweling, rubbing down etc. and making good the concrete surfaces to provide the

specified finishes;

(13) The cost of control testing throughout the period of concreting and for the testing of

concrete and remedial work ordered by the Project Manager consequent to the results

of control tests falling below the minimum specified;

(14) Overtime working to maintain continuity of casting;


(15) A daily return to the Project Manager showing the quantities of cement and the volume

of concrete placed and compacted in position, of each class of concrete in each section

of the works and temporary works.

(16) and other such related works

The measurement of concrete shall be by cubic metre, square metre or linear metre of

completed structure as in the Bill of Quantities. Where volumetric measure is used, no

deductions will be made for channels, recesses or rebates less than 600mm girth, for splays

or chamfers less than 300mm measured on the splay nor for holes or ducts formed in the

concrete less than 1m girth. Fillets less than 300mm on the splay will be measured.

16. Form Work

Rates and prices for the formwork shall include for

(1) general formwork, working in narrow spaces and small quantities, for setting up, strutting

and supporting at any height, together with any necessary strutting and supporting

through lower floors, applying mould oil, use of polythene, easing, striking and removing,

cleaning preparing for reuse, and removal , including all props, stays, struts, wedges,

bolts etc.

(2) all fillets to form grooves, rebates, throats, splays or chamfers, raking, circular cutting,

cutting around all pipes, sleeves, conduits etc.

(3) Providing samples to the Engineer for approval.

17. Steel Reinforcement

The rates for steel bar and steel fabric reinforcement shall include for supplying, transporting,

storing, cleaning, cutting bending, all labour in working, distribution to the various parts of the

works, fixing in position and supporting and for the use of binding wire and for welding where

indicated.

The unit of measurement for steel reinforcement is the Kilogram (kg.) and the weight of steel

has been calculated net with no allowance made for wastage or laps and the cost of these

will be deemed to be covered in the rates.

The weight of steel supports, spacer bars and ties, but including stirrups and binders, used to

locate and hold the reinforcement in place is not included in the quantity and the cost of these

will be deemed to be covered in the rates.

18. Timber

The rates for timber shall include for all handling, labour and waste, for all chamfers and

nosing and for protective treatment except where otherwise provided. The rates for timber for

permanent works are to allow for the use of new properly seasoned new timber.


19. Brickwork

The basis of measurement for brickwork walls shall be the overall area of the walls measured

in plane elevation, no allowance being made for setbacks, recesses and nibs.

Rates for brickwork shall include for bricks of the thickness stated bounded in cement mortar,

damp proof course, finishing around all openings vertical expansion joints as required,

building in electrical conduit and small pipes and tubes, galvanized wire ties to steel work and

concrete.

20. Metal Work

Sizes given in the description of items are nominal sizes. The Contractor shall visit the site and take all necessary spot measurements to determine the actual sizes of opening before fabricating the units. The rates for metal work shall include for the following: All fabrication work, handling, delivery, unloading, hoisting, (local) fitting and fixing in position. Joints in the running length Angles in the running length Holes, notches, slots and the like Fixing with appropriate non-corroding countersunk screws including holes unless otherwise described Riveted and bolted work shall include rivets, bolts and holes Approved protection to cut ends or holes in galvanized work or other applied finish Metal door frames shall include for assembling, fixing with clamps, and filling with mortar, temporary supports and removal of base ties. Floor plates, duct covers and the like shall include narrow widths laying in position and for all holes, slots and the like making good.

21. Aluminium Refer notes in the relevant BOQ items. Contractor is to use only two approved manufactures aluminum extrusions. The powder coated aluminum will have a coating thickness of minimum of 60 microns and should be in the range of 60 – 80 microns. Since the building is located near the sea, the contractor has to supply the consultants a certificate from the above suppliers that of quality of the selected aluminum sections are suitable to marine environment.

22. Hand Railing

Rates and prices for hand railing shall be for handrail materials and forged standards as

specified including all bends, removable sections, wall hooks, fixings and painting.

23. Roof Covering and Roof Plumbing

The rates for Roof covering and roof plumbing shall include for the following:

Hoisting (local) and placing roofing materials in position.

Laps, straight cutting and waste

Nails, screws, clips, rivets, straps and the like

Fixing nuts, limpets etc...

Any Guarantee for finished work as per contract


Apply paint to all exposed faces of roof plumbing as directed

24. Plumbing / Sanitary Installations

The rates for plumbing / sanitary installations shall include for the following:

Complying with the relevant Sri Lanka or British Standard and with the regulations of the local

authorities and other controlling bodies

Pipes where diameter is less than or equal 50mm diameter, fittings are included in the pipe

work items.

Cutting and waste of pipe etc. and jointing pipes

Solder, rivets, screws, nails, clips, brackets, running sockets, straps etc.

Connecting pipes to sanitary fixtures and appliances

Laying, chasing, burying and fixing pipes and fittings making good all worked disturbed

All laps, straight cutting and waste

Chipping concrete/ masonry work where necessary

Testing installation as required.

Applying painting to all exposed faces of pipe work as directed

The rates for sanitary fittings and the like shall, „unless otherwise described or implied,

include for the following:

(a) Assembling component parts including suitable bedding compounds.

(b) All necessary plugging and brass screwing.

(c) Joints to water services with straight or bent proprietary connectors

(d) Joints to waste soils or drain pipes „with approved proprietary connectors.

(e) Cleaning off all protective wrappers and leaving ready for use.

(f) Leaving taps and valves greased, clean and in full working order.

(g) The Contractor shall include for the supply of manufacturers recommended spares for

one year operation for all mechanical engineering installations.

25. Electrical Installations

The rates in general shall include for the following

(1) All cutting, short lengths and small quantities

(2) All joints in the running length and all connections

(3) All considerations arising from the specification

(4) All necessary conduits, cables, fittings, screws, nails, clips, brackets, junction boxes,

straps, 3 core flexible cables, ceiling roses

(5) GI chains, fan hooks and the like

(6) Pipe sleeves through walls

(7) Assembling component parts

(8) Cleaning off all protective wrappers and leaving ready for use

(9) Leaving all equipment, etc., clean and in full working order

(10) Draw wires „in empty conduits

(11) Consulting and co-operating with other trades.

(12) Giving notices, obtaining permits, paying fees etc

(13) Provision of shop drawings and circuit diagrams including conduit layout drawings etc

(14) Labeling switch and distribution boards and other equipment

(15) Providing samples of switches and other fittings

(16) Earthing the installation


(17) Testing installations as required by the Engineer and submission of certificate of

conformance of Electrical Installations to IEE regulations by a Chartered Electrical

Engineer registered with the Ceylon Electricity Board

(18) Submitting charts/ lists indicating the country of origin and performance of all

equipment offered.

Cabling and conducting shall be inclusive of all sleeves, joints, etc., as required to connect

the incoming supply to the Main Distribution Board.

26. Floor/ Wall/Ceiling Finishes

a. Thickness of plaster work, bedding, backing etc. given in the description of items is the

optimum thickness required.

b. Finished work must conform in all respect to the approved samples.

c. Pointed edges special tiles or the like to ceramic or clay tiles, marble work and the like

shall be deemed to be included.

d. Brushing and cleaning off and damping down all backgrounds

e. Square and rounded edges coving at wall, floor and ceiling junctions, quirks, wee-joints

and making good to frames and the like.

f. Dubbing out as necessary to take up tolerances in the structure and cambers in floors

and the like

Rates for floor finishes shall include for:

1. Straight raking curved and circular cuttings and all consequent wastage

2. All setting out temporary rules, screeds, template and supports

3. Curing and cleaning off / down upon completion

4. Spacers, cover guards, etc. to tiling or the like.

5. All labours and making good around pipes, ducting and fittings and the like

6. Joints between different surfaces

7. Finishing to slopes and cross falls.

8. All normal cutting arises, rounded edges, bedding and pointing

9. Preparation of sample panels of different finishes for the approval of the engineer. Each

panel shall not less than 0.5 m2 in area

27. Painting and Protective Coatings

The rate for painting and protective coatings, whether measured separately or included in

other items, is to include for all temporary staging ladders and the like, covering the adjacent

works to prevent splashing providing adequate protection to the work being painted or coated

against dust, spray and other foreign matter, for all preparation and priming, carrying out the

work in materials and colours to the requirements of the Project Manager, curling in edges,

washing off stains, and leaving the whole of the work perfect on completion. The rates for

painting are to allow the applying of the final coat of paint immediately prior to handing over

any section of the work.

28. Fences and Boundary Walls

Rates for fences and boundary walls shall include but not limited to, excavation, refilling and

ramming, disposal of surplus, materials for construction of fences and boundary walls, and all

painting.


29. Unit of Measurement

Imperial units are used throughout the Bill of Quantities for measurement purposes unless

otherwise indicated. The following abbreviations are used in this Contract.

Unit Abbreviation

Square Sq. square.

Meter m

Square meter m2

Cubic meter m3

Cube cube

Kilo gran kg

Tonne t

Linear Feet L. ft

Number no

Provisional Sum PS

Lump Sum LS

Square Feet sq. ft

pound(112) cwt

Month mon

Labourday L. day

Man Month MM

Sri Lanka Rupees Rs./ SLR

Cents. Cts.

30. Day Work Schedule

General

Reference should be made to Clause 50 of the Conditions of Contract. Work shall not be

executed on a day work basis except by written order of the Project Manager. Contractors

shall enter rates for day work items in schedules, which rates shall apply to any quantity of

day work ordered by the Project Manage

The Contractors shall price all items in the day work schedule for Labour, Constructional Plant

and Material.

Labor

The contractor is to enter hereunder the individual rates for labour for skilled and unskilled

workers and gangers employed on dayworks solely on the direction of the Project Manager.

The quantities given below are all provisional and these rates shall include to cover all costs

of the Contractor including the amount of wages paid to such labour, transportation time,

overtime, subsistence allowance, and any sums paid to or on behalf of such labour for social

benefits in accordance with law of the country, as well as Contractor's profit, overheads,

superintendence, liabilities and insurance and allowance to labour, timekeeping and clerical

and office work, the use of consumable stores, water, lighting and power use and repair of

staging, scaffolding, workshops and stores, portable power tools, manual plant and tools;


supervision by the Contractor's staff, foremen and other supervisory personnel; and charges

incidental to the foregoing.

Constructional Plant

The Contractor shall be entitled to payments in respect of Constructional Plant already on

Site and employed on day work at the rental rates entered by him in the "Schedule of Day

work Rates: Constructional Plant”.

The rates shall be deemed to include due and complete allowance for depreciation, interest,

indemnity and insurance, repairs, maintenance, supplies, fuel, lubricants, and other

consumable, and all overhead profit and administrative costs related to the use of such plant.

The cost of drivers, operators and assistants will be paid for separately as described under

the section on Day work: Labor.

In calculating the payment due to the Contractor for Constructional Plant employed on day

work, only the actual number of working hours will be eligible for payment, except that where

applicable and agreed with the Project Manager, the traveling time from the part of the Site

where the Constructional Plant was located when ordered by the Project Manager to be

employed on day work and the time for return journey thereto shall be included for payment.

Materials

The contractor shall be entitled to payments in respect of materials used for day work at the

rates entered by him in the "Schedule of Day work Rates: Materials" together with an

additional percentage payment on the basic rate to cover overhead charges and profit as

follows:

i. The basic rates for materials shall be calculated on the basis of the invoiced

price, freight, insurance, handling expenses, damages, losses, etc., and shall

provide for delivery to store for stock piling at the Site as directed by the

Project Manager. The contractor may allow an additional percentage payment

on the actual cost of materials to allow for his handling and storage costs,

overhead profit. The percentage markup cost shall be inserted by the

Contractor in the appropriate item in the Day work Schedule.

ii. The cost of hauling materials for use on work ordered to be carried out as day

work from the store or stockpile on the Site to the place where it is to be used

will be paid in accordance with the terms for Labor and Constructional Plant.


31. Special Preamble for water supply project

The rates quoted shall include the followings:

a. Marking the trace of the pipe line and obtain approval from the Engineer. If it is

along a road before marking, obtain the offset from the Centre line of the road

from RDA or PRDA or other road maintenance authority as applicable.

b. The maximum length of open trench excavation which can be left ahead of pipe

laying is only 20 m. Pipe laying should be done on a bedding of well graded sand

height 100 to 150 mm above the trench bottom or as shown in the drawings.

Backfilling up to 300 mm above crown of the pipes to be done with soft material

free of stones of size more than 2.5 cm and to be compacted to 80%. Backfilling

should be done leaving the joints open (Minimum of 0.4m either side) until the

pressure testing is over. Backfilling of pipe to done without emptying pipes when

pressure testing is satisfactory.

c. The cost of repairing damages to the existing road surface or any structure when

carrying out work of the contract shall be borne by the Contractor.

d. Locations of Air Valves and Scour Valves should be indicated by standard

concrete markers giving the depth etc.

e. Testing of materials, pressure and leak testing and completed works as per the

ICTAD (SCA/3/2) specification, if not specified in the document. Maximum length

of pressure testing to be limited to 250m.

f. Management of traffic, safety control measures, erecting barricading and sign

boards.

g. Provision of temporary accesses to resident‟s property during construction

h. Contractor when operating on a road shall not work in a continuous stretch more

than 500m long and two such working stretches shall have a gap of 500 meters to

minimize road users‟ inconvenience.

i. Any unsuitable material for use in works shall be taken away from the site by

Contractor.


Schedule of Completion

Sl.

No

Sub-Project

Schedule

01 Construction of PS Building with Library and Ayurvedic Center

_12__ months


PuraNeguma - Local Government Enhancement Sector Project - Additional

Financing

Summary of Priced Work Items for Construction of PS Building with Library and Ayurvedic Center

Project Office: Sub Project Coordinating Unit, Southern Province

Main Summary

SN Sub Items Total (LKR)

1 Preliminaries

2 Provide Services

3 Construction of PS Building with Library and Ayurvedic Center

4 Sub Total 1 (Sum of Bill No. 1, 2 and 3)

5 Any Discounts

6 Sub Total 2 (Sub Total 1 - Discounts)

7 Add Contingencies (5%)

8 Total for Civil Works (Sub Total 2 + 5% Contingencies)

9 Add VAT (15%)

10 Grand Total:

Total Amounts in Words: ………………………………………………………..…………. ……………………………………………………………………………………………………… ………………………………………………………………………………………………………

Contractor Company stamp


ITEM NO.

DESCRIPTION UNIT QTY RATE (SLRs)

AMOUNT (SLRs.)

A PRELIMINARIES

The attention of the bidder is drawn to the use of Bill

of Quantities, Drawings, Conditions of Contract,

Specifications and any other particulars related to this

of the bid. It is the bidder's responsibility to see that

his price includes for complying with all the

requirements of the conditions of contract and other

documents whether specifically.

Note

The bidder is advised to visit the site of the proposed

work, as it is his responsibility to ascertain the

Conditions, governing access to the site, the external

working space, storage area, etc.

Note

Existing roads & culverts cannot take the passage of

heavy vehicle or such in adequate areas to be

strengthen by the successful bidder, before make use

of such areas, roads and approaches.

Note

Any existing services, roads, culverts and approaches

damaged during the construction to be reinstated

without any charge to the employer.

Note

All temporary works shall be dismantled and cleared

away from the site on completion of the work.

Note

Any other preliminary items not listed below but

deemed to be included in the bid rates, as no extras

would be made.

Note

No work in any trade shall be carried out in such a

manner as to cause any nuisance to adjacent owners

or the public.

Note

Mechanical plant and equipment which emits

obnoxious liquids, gases etc., will not be allowed to be

used on the site, without the prior approval from the

Employer and the Engineer.

Note

The Engineer has the final decision as and when he

deems it necessary for the Contractor to take

precautions, maintain or repair such plant and

equipment or order their removal from the site.

Note

The contractor shall be responsible for any loss or

damage to the works, existing structures, adjoining

structures and unfixed materials.

Note

The Contractor shall be responsible for necessary

lighting, watchman and other suitable measures

during construction until handing over.

Note

Project Office : Sub Project Coordination Unit, Southern Province.

CONSTRUCTION OF PS BUILDING WITH LIBRARY AND AYURVEDIC CENTER AT HABARADUWA

Pura Neguma -Local Government Enhancement Sector Project

BILL NO. 01 - PRELIMINARIES

BILL NO. 01 1/2


ITEM NO.


AMOUNT (SLRs.)




BILL NO. 01 - PRELIMINARIES

Contractor shall be responsible for erection, shifting

and maintaining of necessary protective netting,

fencing, hording, screens at site and other precautions

to the required standard and satisfaction of the

Engineer.

Note

A.01 Provisional sum for providing Performance Bond. Pro. sum Pro. sum 43,000.00

A.02 Provisional sum for providing the security bond for

advance payment.

Pro. sum Pro. sum 172,000.00

A.03 Provisional sum for all risks insurance cover for

property, materials, works at site and Third Party

Insurance cover as specified in Conditions of Contract.


A.04 Provisional sum for Insurance cover for Workmen’s

Compensation up to completion of works.


A.05 Provisional sum for Additional testing requested by

Project manager. The cost including preparing

samples testing, making arrangements for testing of

materials, goods and test report etc., the test reports

should be submit to the Engineer.


A.06 Allow for the supply and erection of project name

board 2400x1200mm made out of 40mm dia GI pipe

outer frame and 2 nos of 3.0m height vertical support

in 40mm dia GI pipe buried into ground using

300x300x450 1:3:6 (25) concrete base 2nos of 25mm

vertical bracings and 24 BWG GI sheet fixed on frame

pasted with lettering in PVC Sticker as given. Rate shall

include for preparing surface with etching primer and

one coat of anticorrosive and 2 coats of enamel paint.

No 1

A.07 Allow for the plaque of Size 600mmx900mm made out

of 20mm thick granite stone with glazed finish given

letters to be laser cut and rate shall includes for enbed

wall with cement paste

No 1

TOTAL OF PRELIMINARIES CARRIED FORWARD TO GRAND SUMMARY

BILL NO. 01 2/2


ITEM NO.


AMOUNT (SLRs.)

B PROVIDE SERVICES

B.01 Facilitate and connect elecricity service apply from

CEB.


B.02 Facilitate and connect water supply service apply

from NWS & DB.


B.03 Allow for Supply install and commission 450kg for 6

persons passenger lift machine room type with

flowing specification

1. 3 Stops

2. m/s =variable voltage variable frequency

3. AC Variable Voltage variable frequency control

system

4. With microprocessor

5. Floor mark to be G 1and 2

6. Car size (mm) 1100mm (w) x 1200mm (D)

7. Door opening size (mm) 800mm x 2100mm (H) -

Center Open

8. Power of Motor 4.3kW for more

9. Stainless steel Hairline Finished cabin wall and

ceiling, handrail, doors, landing entrance and entrance

column

10. Two station Intercom between Lift car and Lobby

Floor Entrance

11. Overload indicator motor door closer and door

protection cabin fan should be included

Open Reverse Phase Protection, Surge Protection,

Parking switch and Emergency Rescue Operation to be

included

The suspension table should be 2:1 with 4 x 10 mm

ropes each rope is capable of lifting 5000 Kg and its

rapture load is 7000 Kg.

No 1




BILL NO. 02 - PROVIDE SERVICES

BILL NO. 02 1/2


ITEM NO.


AMOUNT (SLRs.)




BILL NO. 02 - PROVIDE SERVICES

B.04 Allow for Fire protection system (Portable fire

extinguishers) 9 Lt. Water Fire Extinguishers 3 kg CO2

gas fire extinguishers with not less than two each per

floor Extinguishers should be installed in recessed fire

extinguisher on wall with easy assess . In addition to

above, 3 kg Dry chemical power Fire Extinguishers for

pump rooms and 5Kg Dry chemical powder Fire

Extinguishers for the transformer, lift machine and

generator areas should be provided. All the

appliances shall comply with BS 5423-1980 or an

equivalent standard. All extinguishers shall be suitable

for operation by one person alone and is to be easily

recharged. The discharge shall be non-corrosive and

free of chemicals prone to give of toxic gasses when

heated.

Also provide fire escaping direction and warning signs.

No 1

B.05 Supply the following office conference table 12 seats

size overall type, with head table and provision for

wiring holes and including 12 nos of arm chaires with

cushion. Clients and engineer’s approval.

No 1

B.06 Supply the following office Executive table 180cm x

200cm x 76cm size L type with Executive chaires with

cushion. clients and engineer’s approval.

No 4

B.07 Supply the following Office table with 4 numbers of

drawers for with Rolling chair clients and engineer’s

approval.

No 5

B.08 Supply the following Office table with 2 numbers of

drawers for with Rolling chair clients and engineer’s

approval.

No 5

B.09 Supply the following visitor arm chaires with cushion

clients and engineer’s approval.

No 40

B.10 Supply the following office Steel file cabinets 78cm x

39.5cm x 197.5cm size clients and engineer’s approval.

No 4

TOTAL OF PROVIDE SERVICES CARRIED FORWARD TO GRAND SUMMARY

BILL NO. 02 2/2


ITEM NO.

DESCRIPTION UNIT QTY RATE (SLRs) AMOUNT

(SLRs.)

C EXCAVATION AND EARTH WORK

The Bidders are requested to refer the General Notes,

Pricing Preambles, Drawings, Specifications,

Conditions of Contract, Special Conditions of Contract

and all other relevant documents prior to pricing of

the following items.

Note

Rates shall include for any working space as required

by the contractor.

Note

Dewatering and earth work supports shall not be

measured separately. (Rate shall include for cost of

dewatering and earth work support, if necessary)

Note

The contractor shall submit the follwing information

for the approval of the Engineering prior to

commencement of the work.

Note

(a) Method of excavation.

(b) Equipment with details of capacities proposed for

excavation and removal of earth.

(c) Method of dewatering.

(d) Details of temporary work.

(e) Method of earth work support.

The bidder is requested to check ground water level

and soil investigation report, limitation of transport,

limitation of site, conditions of the existing road for

possibility of transportation of heavy equipment etc.,

prior to pricing this section of work.

Note

The contractor shall arrange and obtain necessary

permission from authorities for disposal and dumping

of earth.

Note

Rates shall include for removal and disposal of any

obstructions, such as artificial structure and rock

boulders etc., during excavation if encountered.

Note

Earthwork Support

Rate to include the cost of Earth work supporting

system to be carried out only on the instruction of the

engineer depending on the nature of the soil.

Note




BILL NO. 03- CONSTRUCTION OF PS BUILDING WITH LIBRARY AND AYURVEDIC CENTER

BILL NO. 03 1/48


ITEM NO.


(SLRs.)





The contractor shall design and carry out the most

suitable earthwork support system capable of

achieving the specified technical requirement and in

consideration of ground water level, soil condition,

other buildings and structures situated close to the

site. The Tenderer shall submit his proposal in detail

with necessary calculations, method, type of

equipment/plant, propose to use and shop drawings

etc., along with the bid for the approval of the

Engineer.

Note

Filling & Compaction

Approved earth shall mean filling materials that

comply to the following:

(a) The earth shall be free of vegetation, a roots,

boulders, easily decomposable materials, chemicals,

industrial waste, plastic etc.

(b) The maximum size of particle shall not exceed 75

mm.

(c) The earth shall be well graded and the silt and

clay (fines) content shall not be more than 25%.

(d) The standard proctor density shall be grater than

1.70 g/cm3.

Site Preparation

C.01 Clearing site vegetation including top soil removing for

maximum 150mm, compacting and disposal of all

surplus excavated material away from the site as

directed. (contractor shall visit the site & assert the

actual work involve)

Item Allow

Excavation

C.02 Excavation in any material other than rock requiring

blasting. Rate shall include for compacting the bottom

of excavation, part return fill and rammed, surplus

disposed off site as directed.

m3 235.10

Filling

C.03 Approved imported hard earth (Gravel) filling

including leveling, watering and compacting in 150mm

layers between foundation of walls up to DPC level

with 98% compaction. (Measured compacted volume)

m3 90.13

C.04 Approved imported hard earth (Gravel) filling

including leveling, watering and compacting in 150mm

layers around the building with 98% compaction.

(Measured compacted volume)

m3 37.70

BILL NO. 03 2/48


ITEM NO.


(SLRs.)





C.05 Approved available hard earth filling including

leveling, watering and compacting in 150mm layers

between foundation of walls up to DPC level with 98%

compaction. (Measured compacted volume)

m3 20.00

For Anti termite treatment, The chemical shall be of

approved one by the Central Environment Authority

(CEA) and approved by the Engineer.

Note

C.06 Anti termite treatment shall be in accordance with the

manufacture's specification and to the approval of

Consultant by specialize sub contractor. Anti termite

treatment to be spray the area of construction.

m2 253.30

Disposal

All excavated earth shall be a property of the Client

and Contractor has to dispose within 2.0 km from the

site as directed by Client.

Note

TOTAL FOR EXCAVATION AND EARTH WORK

CARRIED TO SUMMARY

BILL NO. 03 3/48


ITEM NO.


(SLRs.)





D CONCRETE WORK

The bidders are requested to refer General Notes,





Note

All Concrete Works shall comply to the specifications,

filled into formwork and well packed around

reinforcement.

Note

All concrete works shall be 1:2:4 (20mm) concrete

unless otherwise specified and as per drawings and

specifications. Metal to be used shall be granite comply

to the specification.

Note

Contractor shall not cause any damage direct or

consequential to the new structure during carrying out

the work detailed in "Concrete Work" Section and he

shall at his own expense, make good any damage

caused to them, arising directly and/or indirectly out

of his fault and/or negligence and/or failure to take

precautionary measures to avoid such damage.

Note

Rate for concreting columns, walls shall include for

kickers and cover blocks.

Note

Measurement of Slabs & Walls

Slab concrete include that part of beam to a depth of

largest adjacent slab thickness.

Note

Concrete work related to Ramps has been measured

separately and slopes have not been indicated.

Note

Contractor shall ensure that all contacting surfaces

including reinforcement dowels left out for bonding

purposes is free from any organic or artificial material

which can be a hindrance to achieve specified

properties in the Drawings and Specifications.

Note

Rates for lean concrete shall include for preparation of

bottom of excavation prior to pouring of lean concrete.

Note

Contractor shall ensure that the top of the lean

concrete layer shall be finished semi rough for

waterproofing layer. Rate for lean concrete shall

include for waterproofing layer unless measured

separately.

Note

BILL NO. 03 4/48


ITEM NO.


(SLRs.)





Rates for formwork shall include for control joints,

isolation joints wherever specified and required

according to the drawings and specifications.

Note

Rate for concrete shall include for construction joint,

isolation joint, expansion joint, with dowel bars, end

cap and compressible filler with sealant on top as per

drawing.

Note

Rates for concrete shall include all necessary tests by

an Authority acceptable to the Engineer.

Note

Rates for concrete shall include all necessary

equipment which are required for concreting. Rate

shall include for continuous curing for 7 days.

Note

CONCRETE

DPC Level

D.01 Cement concrete (Gr- 15 concrete) in R.R.M.

foundation under column footings & under staircase

footing (lean concrete of 150mm thick).

m3 10.60




m3 8.20




m3 0.80

D.04 75mm thick cement concrete (Gr- 15 concrete)

cement rendered 1:2 with expansion joints filled with

cement and sand.

m2 209.00

D.05 Reinforced Cement Concrete Gr. 25 concrete in

Column and Staircase footing.

m3 37.40

D.06 Reinforced Cement Concrete Gr. 25 concrete in Plinth

beam.

m3 18.60


Column and Staircase shaft.

m3 4.22

D.08 Reinforced Cement Concrete Gr. 25 concrete in Footing

Compain Beam.

m3 5.50

D.09 Reinforced Cement Concrete Gr. 25 concrete in Lift

Foundation.

m3 6.60

BILL NO. 03 5/48


ITEM NO.


(SLRs.)





D.10 Construct of Ramp in Gr. 25 concrete 75mm thk 1.5m

width concrete mix Rough Cement Rendering with

10x10 Groves @ 100c/c to Disable Access Ramp and

finish smooth including shuttering as per

drawing.(Dwg. No. RDC/LGESP/SP/AF/HAB/AR-003)

m 5.00

D.11 Construction of drain 250mm wide internally (depth

vary) with 100mm wall thick in 1:2:4 (20mm) Gr-20

as per drawing. Including excavation, reinforcement,

concreting and curing.

m 30.00

D.12 Concrete slab cover 250mm wide internally (depth

vary) approximately drain with 75mm thick base and

wall in Gr. 20 cement concrete reinforced with 10 mm

dia. tor steel bars @ 150mm c/c vertically and 10 mm

dia. tor steel @ 150mm c/c horizontal incl shuttering

and curing.

m 30.00

Above DPC Level to 1st floor


Column shaft.

m3 6.30

D.14 Reinforced Cement Concrete Gr. 25 concrete in beam. m3 20.40


Staircase.

m3 4.23

D.16 Reinforced Cement Concrete 1:1 1/2:3 (20mm) -Gr 25

concrete in Slab.

m3 26.80

D.17 Reinforced Cement Concrete 1:1 1/2:3 (20mm) -Gr 25

concrete in Sunshade.

m3 7.40

D.18 Reinforced Cement Concrete Gr. 25 concrete in work

top slab.

m3 0.20


Balcony.

m3 4.10


Wall.

m3 5.60

D.21 Lintels size 150x150mm in Gr. 20 cement concrete

reinforced with 4Nos of 10 mm dia. tor steel bars and

6 mm mild steel stirrups @ 150mm c/c and rate shall

include for Shuttering.

m 104.80

BILL NO. 03 6/48


ITEM NO.


(SLRs.)






reinforced with 4 Nos of 10 mm dia. tor steel bars and



m 40.40

1st Floor Level to 2nd floor Level


Column shaft.

m3 6.30


Sunshade.

m3 6.80


Staircase.

m3 4.20

D.26 Reinforced Cement Concrete Gr. 25 concrete in slab. m3 25.20

D.27 Reinforced Cement Concrete 1:1 1/2:3(20mm) -Gr 25

concrete in beam.

m3 20.40

D.28 Reinforced Cement Concrete Gr. 25 concrete in work

top slab.

m3 0.20


Balcony.

m3 5.60


Wall.

m3 5.60





m 112.00





m 43.30

2nd floor Level to machine room roof Level


Column shaft.

m3 11.90


Staircase.

m3 5.80

D.35 Reinforced Cement Concrete Gr. 25 concrete in slab. m3 7.40

BILL NO. 03 7/48


ITEM NO.


(SLRs.)





D.36 Reinforced Cement Concrete Gr. 25 concrete in Beam. m3 14.90


Balcony.

m3 7.00


Wall.

m3 13.00

D.39 Concrete Gr. 20 concrete Scoping for sunshade wall. m 88.00





m 111.10





m 12.40

D.42 Tie beam size 100x100mm in Gr. 20 cement concrete




m 88.00

D.43 Stiffener column size 100x100mm ,750mm height in

Gr. 20 cement concrete reinforced with 4 Nos of 10

mm dia. tor steel bars and 6 mm mild steel stirrups @

150mm c/c and rate shall include for Shuttering.

m 25.00

FORM WORK

Formwork for buired concrete may be of timber, for all

exposed concrete, please use 15mmthick plywood for

slab bottoms, columns and sides of concrete, use 9mm

thick plywood.

Note

Formwork centering and moulds for concrete

construction shall be of approved system to suit with

the nature of this project and shall be erected true in

line, levels and vertically for walls and columns and to

the shapes and sizes required by the work, and shall

be of suitable design and substantial and rigid

construction so as to prevent deformation due to the

placing and compacting of concrete and any incidental

loading. All formwork and centering shall be so

constructed that no grout shall leak out during

concreting.

Note

BILL NO. 03 8/48


ITEM NO.


(SLRs.)





Formwork and centering shall be provided with

adequate struts, braces, walling, ties and clamps so as

to maintain the dimensions lines and levels shown on

the drawings during the entire operation of placing

and compacting the concrete and to prevent any

sagging exceeding 3mm under the weight of wet

concrete with any other super imposed loads which

they would be subjected to during construction.

Note

Formwork to column heads has been measured with

slab and not enumerated separately.

Note

The contractor shall provide sufficient formwork and

moulds to ensure adequate progress of work and the

Engineer may direct the contractor to provide at

contractor's expense such additional formwork and

moulds as they may deem necessary if in his opinion

the proper progress of the work is retarded by their

absence.

Note

Rates shall include for all necessary boarding,

supports, erecting, framing, cutting angles, striking or

removal, cleaning, wetting etc.,

Note

Rates shall include for forming projections and

chamfers.

Note

Formwork has been measured as the net contact

surface measurement between concrete and

formwork.

Note

Type of formwork shall be ply wood or steel with steel

supporting system on concrete surfaces on removal of

shuttering unless otherwise specified elsewhere.

Rates for formwork shall include for all necessary

measures to provide fine finish to the satisfaction of

the Engineer.

Note

The bidder shall submit the detail of his proposal for

formwork system prior to the work.

Note

Using 1" thick rubber planking as follows,

including dismantling

DPC Level

D.44 For Column and Staircase footing m2 56.70

D.45 For Plinth beam m2 123.80

D.46 For column and Staircase shaft m2 45.40

BILL NO. 03 9/48


ITEM NO.


(SLRs.)





D.47 Combain Beam m2 23.40

D.48 For Lift Foundation m2 47.10

Using Class II of 38 mm thick beading as follows,

including dismantling.

Above DPC Level to 1st level

D.49 For beam m2 181.30

D.50 For column shaft m2 83.80

D.51 For Slab m2 178.50

D.52 For Sunshade m2 84.00

D.53 For Staircase m2 16.00

D.54 For balcony m2 32.80

D.55 For work top Slab m2 3.90

D.56 For Lift wall m2 55.50

1st Floor Level to 2nd floor level

D.57 For beam m2 181.30


D.59 For Slab m2 193.00

D.60 For Sunshade m2 76.00



D.63 For work top Slab m2 2.70



D.65 For beam m2 134.50


D.67 For Slab m2 49.10




BILL NO. 03 10/48


ITEM NO.


(SLRs.)





REINFORCEMENTS

The size of reinforcement bars comply BS 4449

described in the drawing or elsewhere shall be the

minimum size and the rolling margin and any other

tolerance shall be wholly above this size. Hooks and

laps have been measured and included with the

quantities for reinforcements.

Note

All reinforcement shall be free from mill scale, dirt, oil,

paint, grease or loose rust before fixing in position and

shall be brushed with a stiff wire brush if so directed

by the Engineer.

Note

Reinforcement shall be bent cold by applying a slow

even pressure on an approved type of bending

apparatus.

Note

Re-bending of incorrectly bends bars shall not be

attempted.

Note

Rates shall include for cutting, bending, fabricating,

placing in position, holding and supporting including

temporary fixing supports, hangers, binding wire

spacers and waste.

Note

Rates shall include for working in difficult conditions. Note

The bidder is advised to refer the diameters of

reinforcement steel to be used for this project and to

be aware of the availability of relevant diameters and

to price the item in the trade accordingly.

Note

The actual weight of steel used at site will be

calculated on the average weight of steel indicated in

the mill certificate the same.

Note

Refer Dwg. No. RDC/LGESP/SP/AF/HAB/SD-06 to

RDC/LGESP/SP/AF/HAB/SD-23

Note

High yield Steel and Mild Steel bar comply BS 4449

reinforcement in the following;

DPC Level

Tor steel reinforcements as follows

D.71 10mm dia. kg 166.00

D.72 12mm dia. kg 3027.00

D.73 16mm dia. kg 229.00

BILL NO. 03 11/48


ITEM NO.


(SLRs.)





D.74 20mm dia. kg 476.00

D.75 25mm dia. kg 102.00

Mild Steel reinforcement as follows

D.76 6mm dia. kg 692.00

Ground Floor To 1st Floor Level


D.77 10mm dia. kg 3620.00

D.78 12mm dia. kg 676.00

D.79 16mm dia. kg 1021.00

D.80 20mm dia. kg 915.00

D.81 25mm dia. kg 108.00


D.82 6mm dia. kg 481.00

D.83 10mm dia. kg 568.00

1st Floor Level to 2nd Floor level


D.84 10mm dia. kg 3620.00

D.85 12mm dia. kg 676.00

D.86 16mm dia. kg 1021.00

D.87 20mm dia. kg 915.00

D.88 25mm dia. kg 108.00


D.89 6mm dia. kg 314.00

D.90 10mm dia. kg 568.00



D.91 10mm dia. kg 1392.00

D.92 12mm dia. kg 1481.00

D.93 16mm dia. kg 489.00

D.94 20mm dia. kg 45.00

BILL NO. 03 12/48


ITEM NO.


(SLRs.)






D.95 6mm dia. kg 772.00

D.96 10mm dia. kg 76.00

TOTAL FOR CONCRETE WORK CARRIED TO SUMMARY

BILL NO. 03 13/48


ITEM NO.


(SLRs.)





E MASONRY WORK






Note

Rates shall include for preparation of surfaces of floor

slab, columns (steel or RCC) and wall surfaces for

proper bonding.

Note

Rate to include cost for all concrete stiffener columns

& stiffener beams as per specification.

Note

Block Work

DPC Level

Rubble Work

E.01 Random rubble masonry in cement and sand 1:5 mix

for wall foundation. Rubble shall be granite stone (150

- 225 mm) rate shall include for continuous curing for

7 days.

m3 36.40

Ground Floor To 1st Floor Level

E.02 150mm thick hollow block work in cement and sand

mortar 1:5 in ground floor (cavities unfilled).

m2 274.00

E.03 100mm thick Hollow block masonry in cement and

sand mortar 1:5 with cavities unfilled.3.0mx3.0m area.

(size of each block 400mmx200mmx100mm)

m2 126.00

E.04 100mm thick solid block masonry in cement and sand

mortar 1:5 in sunshade (size of each block 400mm

x200mm x100 mm) 3.0m x 3.0m area.

m2 63.75

1st Floor Level to 2nd Floor level



m2 294.00


sand mortar 1:5 with cavities unfilled. 3.0mx3.0m

area. (size of each block 400mm x200mm x100mm)

m2 170.00

E.07 100mm thick solid block masonry in cement and sand

mortar 1:5 in sunshade (size of each block

400mmx200mmx100mm) 3.0m x3.0m area.

m2 63.75




m2 380.00

BILL NO. 03 14/48


ITEM NO.


(SLRs.)






sand mortar 1:5 with cavities unfilled. 3.0mx3.0m

area. (size of each block 400mmx200mmx100mm)

m2 12.00

TOTAL FOR MASONRY WORK CARRIED TO SUMMARY

BILL NO. 03 15/48


ITEM NO.


(SLRs.)





F WATER PROOFING WORK






Note

Waterproofing work to be carried out by a specialist

waterproofing sub contractor. The contractor shall

submit a 10 year guarantee for material and

workmanship in the name of the Owner for

waterproofing system in an internationally accepted

format.

Note

The bidder shall submit the most suitable water

proofing system as specified to suit for different

surfaces at location technically acceptable to the

Engineer.

Note

Ground Floor

F.01 1000 gauge polythene sheet as horizontal damp proof

membrane under ground floor slab.

m2 253.30

F.02 20mm thick DPC in cement sand 1:2 finished with 2

coats hot tar and blinded with sand

m2 25.00

F.03 Waterproofing treatment for toilet area using cement

based, micro-porous (breathing), coating according to

Manufacturers Specifications. ("Thoroseal" or

equivalent approved product including preparation of

surface). Reinforce all vertical/horizontal

intersections with GLASCOAT 60 in a strip 200 mm

wide, cure the application for 2 days and check for

water tightness. (10 year warranty on application)

m2 61.40

1st Floor



Manufacturers Specifications ("Thoroseal" or






m2 42.10

BILL NO. 03 16/48


ITEM NO.


(SLRs.)





2nd floor Level



Manufacturers Specifications. ("Thoroseal" or






m2 85.20

F.06 Waterproofing treatment for sunshade to using

cement based, micro-porous (breathing), coating

according to Manufacturers Specifications.

("Thoroseal" or equivalent approved product

including preparation of surface). Reinforce all

vertical/horizontal intersections with GLASCOAT 60 in

a strip 200 mm wide, cure the application for 2 days

and check for water tightness. (10 year warranty on

application)

m2 68.00

TOTAL FOR WATER PROOFING WORK

CARRIED TO SUMMARY

BILL NO. 03 17/48


ITEM NO.


(SLRs.)





G ALUMINIUM AND METAL WORK

Fabrication and fixing of all aluminum components

shall be carried out by experienced tradesman. The

Contractor shall submit particulars of aluminum

fabricator to the Engineer for approval.

Note

The Contractor will be required to provide a guarantee

on material and workmanship for a period of 08 years

from the date of handing over of works in the form

required by the Employer as binding the aluminum

manufacturer and the Contractor jointly and

separately.

Note

Shop drawings for fabrication of doors, windows, fan

lights and all aluminum fabrication should be

submitted to Architect / Engineer for approval before

the fabrication.

Note

Rates shall include for Note

1. Glass and Glazing.

2. All necessary aluminum Furniture.

3. Preparing and submitting shop drawings.

4. Furnishing guarantee as requires by the Employer.

5. Sampling and submission of test reports to

Engineer.

6. Supplying and pasting sand blast sticker.

7. 4mm thick Aluminum composite sheet for paneling.

60 - 80 microns powder coated Aluminum extrusions

to be used in all doors, windows and fanlights.

Note

6mm thick clear glass to be used for door and window

glass panels and 5mm thick 'Pinheaded' or 'Frosted

glass' to be used for Fanlights.

Note

All the aluminum extrusions, furniture, door closer

and all the accessories should be approved by the

Architect / Engineer.

Note

All doors, windows and fanlight shall be fixed

complete as per detail drawings.

Note

Refere Dwg. No. RDC/LGESP/SP/AF/HAB/AR-011,

RDC/LGESP/SP/AF/HAB/AR-012,

RDC/LGESP/SP/AF/HAB/AR-013

BILL NO. 03 18/48


ITEM NO.


(SLRs.)





Ground Floor Level

G.01 Door type D1, D3 & D5 half glazed aluminum doors

with fixed glass on top overall sizes as shown in the

drawings comprising 100mmx45mm aluminium

frame (1.6mm thick), 6mm thick clear glass and

composite aluminium panel fixed to sashes. Each

sashes should be fixed with 8 Nos of 100x100

stainless steel hinges. Rate shall include for 2 pair of

aluminum handles and a door lock.

m² 18.81

G.02 Door type D2 & D4 half glazed aluminum doors with

fixed glass on top overall sizes as shown in the







m2 11.54

G.03 Door type D6 & D7 composite aluminum paneled door

overall sizes as shown in the drawings comprising

100mmx45mm aluminium frame (1.6mm thick), 6mm

thick clear glass and composite aluminium panel fixed

to sashes. Each sashes should be fixed with 4 Nos of

100x100 stainless steel hinges. Rate shall include for 1

pair of aluminum handles and a door lock.

m2 13.65

G.04 Supply and fixing heavy duty door closer as per the

detail drawing.

nr 18.00

G.05 Window type W1, W2, W3 & W7 Glazed Aluminum

window with Louvers on top type overall sizes as

shown in the drawings, comprising 70mm (1.6mm

thick) aluminum profile frame and bar hinge type

casement window with glazed panels. Complete with

approved quality aluminum casement locks.

m2 41.77

G.06 Window type W8 Glazed Aluminum sliding window

with fully clear 6mm glass overall sizes as shown in

the drawings.

m2 1.05

G.07 Fanlight type F1 with fully clear 5mm glass overall

sizes as shown in the drawings comprising 80mm

(1.6mm thick) aluminum profile frame, bar hinge type

top hung glazed fanlight fixed glass panel above.

Complete with all approved quality furnitures, handle

lock and full hinges.

m2 5.67

BILL NO. 03 19/48


ITEM NO.


(SLRs.)





G.08 Supplying and fixing Stainless steel Hand rail with

40mm dia top rail, bottom rail, 12mm dia stainless

steel bar in vertical at 150mm c/c and 25mm dia

stainless steel bar uprights at 900mm c/c. (as per

drawing and to the Engineer's approval)

m 5.00


40mm dia top rail for ramp

m 1.00

G.10 Fully paneled Aluminum partition Type P1 overall


(1.6mm thick) aluminum profile frame, Complete with

approved quality aluminum furniture.

m2 27.31

G.11 Half Glazed and half paneled Aluminum Partitions

Type P2 overall sizes as shown in the Arc. Structure

drawings comprising 100mm (1.6mm thick)

aluminum profile frame, Complete with approved

quality aluminum furniture.

m2 5.78

G.12 Glazed Aluminum Partitions on block wall Type P4

overall sizes as shown in in the Arc. Structure

drawings with 6mm clear glass.

m2 2.42

1st Floor Level

G.13 Door type D1 half glazed aluminum doors with fixed

glass on top overall sizes as shown in the drawings

comprising 100mmx45mm aluminium frame (1.6mm

thick), 6mm thick clear glass and composite

aluminium panel fixed to sashes. Each sashes should

be fixed with 8 Nos of 100x100 stainless steel hinges.

Rate shall include for 2 pair of aluminum handles and

a door lock.

m² 8.85









m2 11.54

BILL NO. 03 20/48


ITEM NO.


(SLRs.)





G.15 Door type D6 composite aluminum paneled door







m2 7.88

G.16 Door type FG fully glazed aluminum door overall sizes

as shown in the drawings comprising 100mm

(1.6mm thick) aluminum profile frame, and 6mm thick

clear glass fixed to sashes.

m² 2.95


detail drawing.

nr 12.00

G.18 Window type W1, W2, W3 & W7 Glazed Aluminum

window with Louvers on top type overall sizes as

shown in the drawings, comprising 70mm (1.6mm

thick) aluminum profile frame and bar hinge type

casement window with glazed panels. Complete with

approved quality aluminum casement locks.

m2 45.40







m2 4.05






m 5.00





m2 7.35

G.22 Half Glazed and half paneled Aluminum Partitions

Type P2 overall sizes as shown in the Arc. Structure

drawings comprising 100mm (1.6mm thick)

aluminum profile frame, Complete with approved

quality aluminum furniture.

m2 11.55

BILL NO. 03 21/48


ITEM NO.


(SLRs.)









m2 11.34





m2 1.10

2nd Floor Level

G.25 Door type D1 fully glazed aluminum door overall sizes



clear glass fixed to sashes and fixed frame each sashes

should be fixed with 4 Nos of 100x100 stainless steel

hinges rate shall include for 2 pair of aluminum

handles and a door lock.

m² 8.55









m2 12.40

G.27 Door type D6 composite aluminum paneled door







m2 6.30


detail drawing.

nr 11.00

G.29 Door type FG fully glazed aluminum door overall sizes



clear glass fixed to sashes and fixed frame each sashes

should be fixed with 4 Nos of 100x100 stainless steel

hinges rate shall include for 2 pair of aluminum

handles and a door lock.

m² 2.93

BILL NO. 03 22/48


ITEM NO.


(SLRs.)





G.30 Glazed Aluminum Window with Louvers on top type

W1, W2, W3, W4, W5 & W7 overall sizes as shown in

the drawings comprising 70mm (1.6mm thick)

aluminum profile frame, bar hinge type casement

window with glazed panels and glass on top.

Complete with approved quality aluminum casement

locks.

m2 63.06

G.31 Fully glazed window type W6 overall sizes as shown

in the drawings comprising 70mm (1.6mm thick)

aluminum profile frame, bar hinge type casement

window with glazed panels and glass on top.

Complete with approved quality aluminum casement

locks.

m2 1.08







m2 1.80






m 5.00





m2 12.20

TOTAL FOR ALUMINIUM AND METAL WORK

CARRIED TO SUMMARY

BILL NO. 03 23/48


ITEM NO.


(SLRs.)





HROOF COVERING, ROOF PLUMBING AND CARPENTRYBidders are requested to refer Bill of Quantities,

General Notes, Pricing Preambles, Drawings,

Specifications, Conditions of contract and other

relevant documents prior to pricing of this section of

work.

Note

Zinc Alum Roofing

Color bonded zinc aluminum High tensile sandwich

panel of 30mm thick sheet minimum coating mass

150 g/m2 for both internal and external sheets,

0.47mm TCT external sheet and 0.35mm TCT internal

sheet and polyurethane regifoam insulation layer with

average density of 40 g/m2, for roof work fixed to "C"

channel purlin frame work using 12x 55mm self drill

thread forming hexogen washer head screw with

neoprene washer. Fasteners shall be fixed on each rib

on purlins at top, bottom and laps of sheets, and on

every other rib on intermediate purlins. The rate shall

includes standard Flashings, Ridge capping, Gable

capping, side capping shall be provided in materials

and finished to match above sheeting specifications

and the total coated thickness of of flashing and

capping material shall be not less than 0.60mm.

Note

Noise Insulation

Supply and lay 3mm thick polyethylene foam heat

insulation with double side aluminum foil on purlins

using proper fixing arrangement. Insulation sheets to

be butt jointed and the joints to be sealed with self

adhesive aluminum tape and 3mm thick air gap tape to

be layer between insulation sheet and each purlins.

Note

All cutting, notching, drilling, sinking, trimming

jointing, splayed edges and the like including hoisting,

fixing in position complete with all nails spikes screws

and priming to joints of ends.

Note

All straight and square cutting and waste. Note

The C channel purlin to be lapped using nut & bolt

joints, with 6mm steel plate.

Note

Rate for the cleats to be included in the truss, end

truss, rafters etc.

Note

BILL NO. 03 24/48


ITEM NO.


(SLRs.)





Glass wool : An excellent flexible sound insulator of

Type 16x50 with Density 16kg/m2 , thickness

50mm and conductive heat barrier (Conductivity of

0.039 w/mK )

Note

Aluminum Foil : 3 way Double sided foil with Note

(a) Surface Reflectivity not less than 0.95 (both sides

) - (ASTM D 1263)

(b) Emissivity not less than 0.05 ( both sides )

(c) Water vapor transmission rate= 5.75ng/N.s (ASTM

E 96 )

(d) Tensile Strength = M.D.1500N /

25mmxD.60N25mm

Galvanized Mesh : Manufactured with iron and

coated with Zinc ( not less than 45g/m2 ) - hot dip

galvanized.

Note

Wire gauge – Not less than BMG 17 ( 1.37mm ) Note

Tensile strength - Average 38.6 N/mm2 Note

Unless otherwise specified in this items, the

timber shall be as specified bellow

Note

The rates of all items of roof work shall be including of

treating of all timber with two coats of wood

preservative black in color as per standard

specification.

Note

Refere Dwg. No. RDC/LGESP/SP/AF/HAB/SD-24,

RDC/LGESP/SP/AF/HAB/SD-25,

RDC/LGESP/SP/AF/HAB/SD-26,

RDC/LGESP/SP/AF/HAB/AR-006 and

RDC/LGESP/SP/AF/HAB/AR-007

Note

H.01 Supplying and fixing Zinc Aluminum color bonded

steel roofing sheets (.47 gauge )on existing frame work

using nut & bolt /self tapping screws or fasteners.

m2 281.10

H.02 Supply and fix 100mmx50mmx12mm, 2mm thick

galvanized iron 'C' Purlin. Joints to be bolted and joints

should come on top of the cleat. Rate shall include for

cleaning and two coats of black anti corrosive painting.

Rate shall include for 75mmx75mmx6mm, 225mm

long angle iron to receive "C" Purlin as cleat welded on

steel member or buried into wall using 1:2:4(20)

concrete with 10mm J hook, 2 nos of 10mm bolt and

nut to fix purlin and cleat.

m 383.10

BILL NO. 03 25/48


ITEM NO.


(SLRs.)





H.03 12mm thick heat and sound installation sheet laying

on 75mm x 75mm GI mesh under roof covering.

m2 281.10

H.04 Supply and fix End Truss made out of 2/50x50x6

Angle iron welded together with 50x50, 6mm thick

spacer and 12mm dia "J" hook fixed to wall using

1:2:4(20) concrete pad with 2 coats of anticorrosive

paint.

m 11.00

H.05 Supply erect and fix mild steel roof Truss TR1 42'-0"

span on beamer column made out of steel Angle iron

welded together with 50x50, 10mm thick spacer as

per drawing rate shall include or 2 coats of

anticorrosive paint.

nr 3.00

H.06 Supply erect and fix Truss TR2 34' span on beamer

column made out of steel Angle iron welded together

with 50x50, 10mm thick spacer as per drawing rate

shall include or 2 coats of anticorrosive paint.

nr 1.00

H.07 Supplying and fixing 0.47mm thick 225mm high Zn

Alum valance board fixed to 50mm x 6 mm flat iron

bar fix to purlin using 6mm dia nut and bolt and 2

coats of anticorrosive paint and 2ccoats of enamel

paint to steel.

m 45.00

H.08 Supplying and fixing Zinc Aluminum color bonded

standard steel ridge cap overall sizes as shown in the

drawings to existing sheet roof using new fasteners or

st /screws.

m 27.00

H.09 Supplying and fixing 470mm girth Zn/Al square type

Rain water gutter overall sizes as shown in the

drawings. Rate shall include for necessary brackets

and fixing arrangements as per detail drawing.

m 45.00

H.10 Supplying and fixing 0.47mm tk., Zn/Al high tensile

down pipe (457mm girth) overall sizes as shown in

the drawings with brackets and fixing arrangements as

per detail drawing.

m 178.00

H.11 Flashing, G.I 22 B.W.G 450mm wide, supplying and

fixing with 150mm turning up along, and top edge

tucking well into wall in cement and lime mortar.

m 22.10

TOTAL FOR ROOF COVERING, ROOF PLUMBING AND CARPENTRY CARRIED TO

SUMMARY

BILL NO. 03 26/48


ITEM NO.


(SLRs.)





J FLOOR, WALL AND CEILING FINISHES

PLASTERING

Rates for plastering shall includes for forming doors

and windows reveals.

Note

Rates for plastering between different surfaces shall

include for spandex metal lathing to avoid any cracks

between different surfaces.

Note

Rate shall include for the "V" grove to separate tile and

plaster.

Note

Cement Rendering

Ground Floor

J.01 20mm thick cement and sand 1:3 cement rendering for

payment finished smooth with coloured cement

floating.

m2 54.00


car porch.

m2 36.00

1st Floor


sunshade.

m2 10.00

2nd Floor


sunshade.

m2 10.00

The Bidders are requested to refer General Notes,





Note

Rates shall include for preparation of surfaces for

proper bonding.

Note

Rate shall include for measures to provide suitable

bonding between different surfaces such as concrete

and brick/block surfaces as per specification. Rates

shall also include for all tile specials such as corners,

edges etc.

Note

Rates shall include for cutting tiles and 45%

chamfering at corner joints wherever necessary.

Note

BILL NO. 03 27/48


ITEM NO.


(SLRs.)





Rate for tiling shall include for providing acceptable

adhesive and/or suitable cement in an approved

quality which has no effect to the properties of tiles.

Note

Floor Tiles

Ground Floor

J.05 Supply & lay Non-Skid Homogeneous Floor Tiles for

toilet 300mm x 300mm in size and approved colour

rocel or equvalent made, laid on 12mm thk 1:2 cement

sand bedding using tile mortar approved by the

engineer.

m2 22.50

J.06 Supply & lay Rustic Homogeneous floor tile 400mm x

400mm in size to Entrance Porch and Entrance Steps

and approved colour rocel or equvalent made, laid on

12mm thk 1:2 cement sand bedding using tile mortar

approved by the engineer.

m2 45.20

J.07 Supply & lay Matt Homogeneous Step Tiles 300mm x

300mm in size (with 3 nos groves and curved edge)




m2 10.00

J.08 Supply & lay Matt Homogeneous Floor Tiles 600mm

x 600mm in size to Internal Lobbies and Rooms and

approved colour rocel or equvalent made, laid on



m2 175.00

J.09 Supply & lay Matt Homogeneous Tile 100 mm height

skirting and fix aluminum beading to wall with same

tile to and approved colour rocel or equvalent made,

laid on 12mm thk 1:2 cement sand bedding using tile

mortar approved by the engineer.

m 132.00

1st Floor





engineer.

m2 16.60

BILL NO. 03 28/48


ITEM NO.


(SLRs.)






300mm in size (with 3nos groves and curved edge)




m2 10.00






m2 215.00






m 115.00

2nd Floor





engineer.

m2 14.20


300mm in size (with 3nos groves and curved edge)




m2 15.00






m2 220.00






m 130.00

BILL NO. 03 29/48


ITEM NO.


(SLRs.)





Wall Tiles

Ground Floor

J.18 Supply & lay glazed ceramic wall tile (height

1500mm)300mm x 600mm in size and approved

colour rocel or equvalent made, laid on 12mm thick

1:3 cement sand bedding in toilet (Rate shall include

for PVC corner beading).

m2 61.40

1st Floor






m2 42.10

2nd Floor






m2 33.50

Ceiling

2nd floor

J.21 Supply and installation of lay in type "E-Metallic

Aluminum ceiling, Including revel edge of

600mmx600mm size 0.7mm average thickness, 80

microns high quality powder coated Aluminum

perforated or plain ceiling panels,. Suspended to the

roof frame work with hot dip galvanized "T" bars of

14mm x 38mm and wall angles of 19mm x 24mm

suspended with, adjustable butterfly clip, 04mm GI

hanging roads, anchor bolts and all other accessories.

(All in accordance with the approved shop drawings,

to the Engineers' satisfaction.)

m2 215.00

J.22 0.47mm Zinc Aluminum colour bonded steel sheet

Eave Ceiling fixed using nut & bolt / self tapping

screws on 50mmx50mm box iron frame work consist

of runners along the wall and valance and gable

capping fixed firmly on wall and 50mm 6mm thick flat

iron fixed to the purlins and 50mmx50mm box iron

bearers fixed on the runners at 600mm centers rate

shall include for two coats of anticorrosive paint and

25mm wide aluminum M channel and rubber beading

fixed on sheet and along the runners and all bearers.

m2 79.00

BILL NO. 03 30/48


ITEM NO.


(SLRs.)





Internal Plaster

Ground Floor

J.23 16mm thick plaster 1:1:5 cement and sand mix

smooth finished with minimum 1mm thick acrylic wall

putty to make plane smooth surface.

m2 594.90

J.24 10mm thick plastering to R.C.C. beams, slab soffit in

cement and sand 1:3 including floating smooth

finished with acrylic wall putty.

m2 404.00

J.25 16mm thick 1:1:5 reveal plaster less than 100mm

wide smooth finished with acrylic wall putty.

m 313.00

1st Floor




m2 668.60




m2 378.00



m 242.00

2nd Floor




m2 591.40




m2 184.00



m 281.00

External Plaster

Ground Floor

J.32 16mm thick plaster in 1:5 cement and sand mix

finished semi rough to the walls.

m2 182.60

J.33 16mm thick reveal plaster less than 100mmwide

1:1:5 cement lime and sand finished semi rough to the

walls and rough plaster

m 132.00

BILL NO. 03 31/48


ITEM NO.


(SLRs.)





1st Floor



m2 188.40



walls and rough plaster

m 105.00

2nd Floor



m2 239.80



walls and rough plaster.

m 128.00

TOTAL FOR FLOOR, WALL AND CEILING FINISHES CARRIED TO SUMMARY

BILL NO. 03 32/48


ITEM NO.


(SLRs.)





K PAINTING AND DECORATION

The Bidders are requested to refer Bill of Quantities,

General Notes, Pricing Preambles, Drawings,

Conditions of Contract, and all other relevant

documents prior to pricing of the following items.

Note

External painting (master pallet) shall be exterior

quality, weather shield, texture base in an approved

manufacture (C.I.C or equivalent)paint and colour to

suit with the environment, climate and location of this

project.

Note

Rate for painting shall include for painting to door and

window reveals.

Note

Internal Painting

Ground Floor

K.01 Prepare plaster surfaces of wall, columns, beams and

projections and apply one coat of filler and two coats

of emulsion paint as per manufacture's instruction.

m2 600.00

K.02 Prepare plaster surfaces of on soffit of first floor slab

and sides and soffit of exposed beams and staircase.

and apply one coat of filler and two coats of emulsion

paint as per manufacture's instruction.

m2 404.00

1st Floor




m2 672.00





m2 378.00

BILL NO. 03 33/48


ITEM NO.


(SLRs.)





2nd Floor




m2 595.00





m2 184.00

External Painting

Ground Floor

K.07 Prepare plasterer surfaces of all faces of walls

columns, beams and projections and apply one coat of

exterior primer/sealer, two coats of weather shield

paint as per manufacturer instruction.

m2 185.00

1st Floor





m2 190.00

2nd Floor





m2 242.00

TOTAL FOR PAINTING AND DECORATION

CARRIED TO SUMMARY

BILL NO. 03 34/48


ITEM NO.


(SLRs.)





L PLUMBING AND DRAINAGE WORK

The Bidder is requested to refer the Preamble Notes,

General Notes, drawings, Specifications, Conditions of

Contract, special conditions of contract and other

relevant document prior to pricing of the following

items.

Note

This trade include the following works: Note

a.) Sanitary fittings, toilet accessories

b.) Water supply

c.) External sewerage and waste water disposal (up to

the nearest sewer manhole).

d). Internal drainage (up to the nearest first manhole).

The bidder shall provide all dimensions, and technical

information, of all builders work to the Engineer in

accordance with the programme of work.

Note

Rate shall include for insurance during handling,

rehandling, transport, storage, delivery to the point of

installation and until handing over.

Note

All taps shall be "plumber or peglar", or equivalent to

the approval of the Engineer.

Note

All valves etc., shall be Hattersly, Crane, pegler or

equivalent make to the approval of the Engineer.

Note

All bathroom fittings shall be "Rocell" brand or

equivalent to the approval of Engineer.

Note

Supply and Install Sanitary fittings and Toilets

Accessories

All water Sanitary fittings to be in original make in an

approved colours otherwise specified.

Note

All pipes to be fixed to the soffit to be with necessary

fixing accessories and pipe supports etc., to the

approval of the Engineer.

Note

Rates for angles valves measured with fittings shall

include with the rate of each item including the cost

for flexible connections.

Note

BILL NO. 03 35/48


ITEM NO.


(SLRs.)





Rate are to include for screws nails pipe hooks saddles

branches sockets connection short lengths back nuts,

nipples & the like & holes chasing etc. & making good

in all trades & all necessary excavation & back filling.

Note

Good quality P.V.C. pipes for water service waste etc

plastic pipes & fittings shall comply with the latest

B.S.S. v 12 B.S.S.3505 for P.V.C. pipes & B.S.S. 1972 for

polythene pipes.

Note

Any specials water supply & drainage fittings such as

bends tees, reducers etc unless otherwise stated

separately in the BOQ shall be deemed to have been

included in relevant items & should accordingly be

rated to include for such special fittings & for any extra

works involved in the satisfactory completion of such

items.

Note

Refer Dwg. No. RDC/LGESP/SP/AF/HAB/SW-01,

RDC/LGESP/SP/AF/HAB/SW-02 and

RDC/LGESP/SP/AF/HAB/SW-03

Note

Supplying & fixing Vitreous China floor standing wash

basin (white colour) having nominal side of

(575x450mm) with universal height pedestal of floor

to Rim height 825mm, over flow hole and

single tap hole in center, including pedestal, Stainles

steel plumber approved type piller tap, 1/2" dia angle

valve, flexible hose and wash basin fixing kit.

L.01 In Ground Floor nr 8.00

L.02 In First Floor nr 5.00

L.03 In Second Floor nr 4.00

Supplying & fixing approved quality stainless steel

kitchen sink, single bowl, swan neck tap 1/2" dia

Nickel, stainless steel flexible hose & draining board

with necessary waste plug, brackets, angle valve and

etc.


Supplying & fixing, Vitreous china floor standing close

coupled, Water Closet (toilet) suite with wash down

6/3 liter dual flushing. Has a horizontal outlet and

cistern with water inlet from bottom. Complete with

Seat, Seat cover and concealed trap. Also providing

bidet spray, angle valve, stainless steel flexible hose.

BILL NO. 03 36/48


ITEM NO.


(SLRs.)








Mirror over basin 600mmx 600mm as specified

comprising with silvered float glass mirror with slight

rounded edges free from effect of wavy image French

polished vitreous China clips and plugs fixed to wall

sizes as per detail drawing. (Dwg.

no.RDC/LGESP/SP/AF/HAB/AR-014)L.08 In Ground Floor nr 8.00



Soap tray (vitreous china) fixed to wall with fiber

plugs and brass screws.




Supplying & fixing Plastic Bib Tap 20mm dia. (T-

Handle)




Supply and fix surface mounted stainless steel hand

paper towel dispenser with paper to wall.




Supply and fix 150mm dia chromium plated shower

rose with angle valve and control valve.




BILL NO. 03 37/48


ITEM NO.


(SLRs.)





Toilet for Disable Persons

Supply and fix washroom set for differently abled

persons consist of water closet with cistern height of

the toilet sheet should be 480mm and flushing lever

should be mounted on open side of the cistern, wash

basin with seat cover including all necessary

accessories height not more than 740mm and to be

fixed close to the water closet and the pillar tap should

be fixed near corner of water closet, 4 nos of 600mm

long 25mm dia stainless steel grab bars firmly fixed to

the wall, a stainless steel fold down rail with friction

hinge fixed to the wall and 450mmx600mm mirror to

be fixed above wash basin or opposite wall to enable

the person to see themselves standing or seated

position the toilet wares should be fixed without

disturbing the maneuvering space of the wheel chair

and all as per drawing. (Dwg. no.

RDC/LGESP/SP/AF/HAB/AR-014)

Note


Water Distribution System

Rates for all pipes shall include for pipes supports,

saddles, clips, screws, nails, hardware fixing, jointing,

materials cutting holes, chasing in brick work,

concrete etc., and making good the same in all trades

and under ground piping all necessary excavation,

backfilling, planking and strutting, concrete bedding

and haunching, dewatering and disposal of surplus

material as directed. The proposal for pipe fixing

method to be submitted for prior approval of the

Engineer.

Note

Rates for pipes shall include for burying in ground or

walls or clipping to wall and all pipe supports fixed to

under side of the soffits as required and for pipe

fittings such as bends, tees, "Y" junctions, reducers,

inspection openings, stop ends, etc., as required.

Note

Rate for pipes shall include for all pipe fittings and

pipe hanging system.

Note

All pipe and fittings as per Specification and standard. Note

L.24 Supply and lay/Fix 20 mm dia Type 1000 PVC Pipe

with specials.

m 80.00

L.25 Supply and lay/Fix 32 mm dia Type 1000 PVC Pipe

with specials.

m 85.00

BILL NO. 03 38/48


ITEM NO.


(SLRs.)





L.26 Supply and lay/Fix 40 mm dia Type 600 PVC Pipe with

specials

m 75.00

L.27 Supply and lay/Fix 50 mm dia Type 600 PVC Pipe with

specials

m 75.00

Waste Water Disposal System

Rigid U PVC pipes and fittings to conform BS 4660, BS

5481, BS 4576, BS 3943, BS 4514 and BS 5255

wherever applicable to satisfy the specification and as

per drawings.

Note

Rates for all pipes to be fixed to the soffit with suitable

pipe supports and with necessary fixing accessories

etc., to the approval of the Engineer.

Note

Rates for all piping shall include for pipe supports,

saddles, clips, screws, nails, hardware fixing and

jointing materials cutting holes, chasing in brick work,

concrete etc., and making good the same in all treads.

Rates for under-ground piping shall include for all

necessary excavation and backfilling, planking and

strutting, concrete bedding and disposal of surplus

materials as directed.

Note

Rates for pipes shall include for pipe supports fixed to

soffits, walls or clipping to walls as required and for

pipe fittings such as bends, tees, Y junctions, reducers,

inspection, opening, stops ends, etc., as required.

Note

All waste in vertical stacks shall be in suitable type to

bear the pressure

Note

Rates for all underground pipes shall include for all

excavation, laid to gradient filling with selected

materials and encasing the pipes with concrete as

required.

Note

UPVC pipe and fitting as per detail drawing Note

L.28 Moulded trapped PVC floor gully 100mm x 100mm x

100mm internally including stainless steel grating as

per the detail drawing and Engineer approval.

nr 16.00

Waste water pipes

L.29 63mm dia waste pipe type 600 upvc pipe m 95.00

BILL NO. 03 39/48


ITEM NO.


(SLRs.)





Sewer Disposal System

Sewer disposal system has been measured up to the

nearest first manhole. All work beyond the first

manhole has been measured under drainage and

storm water disposal trade.

Note

Rates for pipes shall include for all pipe fittings such as

bends, tees, reducers, connectors cleaning

Note

point, etc., and inspection openings as necessary for

total completion of the work.

Note

Rates for pipes shall include for fixing arrangements

with clips and/or pipe supports. The bidder shall

submit his proposal for pipe supports/fixing system as

per specification to the approval of the Engineer.

Note

Rates for all underground pipes shall include for all

excavation, laid to gradient filling with selected

materials and encasing the pipes with concrete as

required.

Note

Sewer pipes

L.30 110mm dia sewer pipe type 600 upvc pipe m 85.00

Sewer Manhole

Refer Dwg no. RDC/LGESP/SP/AF/HAB/SW-04 and

RDC/LGESP/SP/AF/HAB/SW-07 for L.31 to L.35

Items

Note

L.31 Construction of Sewer Manhole Manhole 600x600 mm

internally including excavation back filling 150 mm

thick Con. 1:2:4 (20) base R/F with 6 mm M.S.bars at

150 mm crs.225 mm thick brick walls in cement. And

sand 1:5 R.C.C. cover 75 mm thick in 1:2:4(20) R/F

with and including 6 mm dia M.S. steels at 100 mm crs.

Both ways rate shall include for forming of chanels to

suit the PVC connection in cement. rendering 1:2, 12

mm thick to all internal faces and all exposed facesas

per the Drawing.

nr 5.00

L.32 Construction of waste water Manhole 450x450 mm

internally including excavation back filling 150 mm

thick Con. 1:2:4 (20) base R/F with 6 mm M.S.bars at

150 mm crs.225 mm thick brick walls in cement. And

sand 1:5 R.C.C. cover 75 mm thick in 1:2:4(20) R/F

with and including 6 mm dia M.S. steels at 100 mm crs.

Both ways ct. rendering 1:2, 12 mm thick to all

internal faces and all exposed faces as per the

Drawing.

nr 4.00

BILL NO. 03 40/48


ITEM NO.


(SLRs.)





L.33 Construction of 2000mm internal dia Soakage pit as

per detailed drawing and Specifications.

nr 1.00

L.34 Construction of 3600x1200mm size septic tank with

110 dia sleeves pipes and Tees as per detailed

drawings and Specifications.

nr 1.00

L.35 Construction of Interceptor Manhole as per detail

drawing.

nr 2.00

TOTAL FOR PLUMBING AND DRAINAGE WORK CARRIED TO SUMMARY

BILL NO. 03 41/48


ITEM NO.


(SLRs.)





M WATER TANK

M.01 Supply and lay/Fix 63mm dia Type 600 PVC Pipe with

specials.

m 15.00

M.02 Supplying and fixing 32mm dia Ball Valve. Rate shall

include for 32mm dia valve socket

nr 5.00

M.03 Supply and place 2000 litres PVC water tank approved

quality on top of the slab and firmly fixed to the slab

using 10mm dis nylon rope or equivalent with all

necessary sockets and unions.

Item Item

M.04 Supply and fix 32mm dia bend Valve. nr 5.00

TOTAL FOR WATER TANK AND SUMP CARRIED TO SUMMARY

BILL NO. 03 42/48


ITEM NO.


(SLRs.)





N ELECTRICAL INSTALLATION

All items are to be as shown in drawing and as

directed in the standard specification 'ICTAD'

publication as per description modified herein under

type of wiring semi concealed conduit wiring.

Note

The tenderers are advised to refer the "General Notes,

Specification and Pricing Preamble Notes" prior to

pricing of this section of work.

Note

Rate shall include for necessary chasings, trenching,

conduits, cables, cable trays, fittings and clips, cutting

holes and chases in brick work/ block work/ concrete

work complete with all necessary accessories such as

sockets, connections, cable glands and boxes,

hardware clips, soldering and jointing materials etc.,

for proper installing and laying of cables.

Note

The tenderer shall submit the following information

on the items/equipment quoted for together with the

tender.

Note

a. make

b. model No.

c. technical data

d. country of manufacture

e. delivery period

f. lead time for manufacturing.

g. port of shipping

h. CIF value of each item in foreign currency.

j. Optional items and their additional cost. (additional

cost to be submitted separately)

k. Schedule of items to be carried out by others

connected to installation of

generators/transformers/Electrical panels such as

some builders work and electrical connectionl. Details of all special features.

m. Schedule attached to specification.

BILL NO. 03 43/48


ITEM NO.


(SLRs.)





All under ground cables directly buried in ground/run

in trenches to be properly laid and covered with cable

tiles/trench covers. Rate for under ground cables shall

include for all necessary excavation, sand layers,

concrete tiles, warning strips and back filling with

approved quality earth properly compacted, hot

dipped galvanized brackets for trenches,

accessories...etc as applicable. filling with approved

quality earth properly compacted, hot dipped

galvanized brackets for trenches, accessories, etc as

applicable.

Note

Rate for all electrical panels shall include for supply

and installation of all necessary MCCBs, MCBS, EFRs,

ELCBs, auxiliary contacts, Voltmeters, ammeters,

Digital analyzer, kWh meters, indicator lamps,

selector switches, copper bus bars, inter locks, aligning

and grounding of the panel, inter connectors, internal

wiring connections to switch gear, steel channels and

necessary hardware fixing insulating materials, all in

fully enclosed metal clad panels and distribution

boards completed as shown in drawing. They shall

comply with the specifications and I.E.E. regulations

and be complete to working order to the approval

local authorities.

Note

Rate shall include for supply, installation, maintaining,

testing and commissioning of the system for power

and lighting according to drawings and specifications

to working order.

Note

All materials, equipment wiring shall confirm to local

codes, specifications, standards/latest I.E.E.

regulations (BS 7671) and Ceylon Electricity Board

requirements.

Note

All electrical equipment such as MCB, MCCB, RCCB etc

shall be of approved makes as per the specifications.

Note

All cables for equipment, panel and units designated to

function under fire condition to be in fire rated cables

and suitable conducting and rates for such items shall

include accordingly.

Note

Refer Dwg no. RDC/LGESP/SP/AF/HAB/EL-01,

RDC/LGESP/SP/AF/HAB/EL-02,



RDC/LGESP/SP/AF/HAB/EL-05 and

RDC/LGESP/SP/AF/HAB/EL-06

BILL NO. 03 44/48


ITEM NO.


(SLRs.)





Distribution Boards ( DB )

Distribution Panel as shown on the drawing, complete

with all incoming and outgoing MCBs, RCCBs etc any

other item required to working order, wall mount

plastic enclosure with neutral link, earth bar and

required accessories, all complete as per the

specifications & drawings.

Note

N.01 Supplying and installation of 2 way TP Distribution

board complete with 100A 4P MCCB as per the

drawing.

nr 1.0

N.02 Supply and installation of DB for Ground floor

complete with MCB's as per the drawing.

nr 1.00

N.03 Supply and installation of DB for 1st floor complete

with MCB's as per the drawing.

nr 1.00

N.04 Supply and installation of DB for 2nd floor complete

with MCB's as per the drawing.

nr 1.00

N.05 Supply and installation of DB for Lift complete with

MCB's as per the drawing.

nr 1.00

Main/Sub Cabling

All under ground cables directly buried in ground/ in

the trenches as applicable, to be laid properly and

covered with cable tiles, protection tapes, ..etc. for

mechanical protection, PVC sleeves may use if

required. Rate shall include for all necessary

works/accessories such as excavation, sand layers,

cable tiles, warning strips and back filling with

approved quality earth, properly compacted, to the

satisfaction of the Engineer.

Note

All above ground cables shall be laid on cable

tray/trucking /conduits as applicable and covered by

tray covers,…etc. for mechanical protection. PVC

sleeves may use if required. Rate shall include for all

necessary works/accessories such as galvanized

brackets, supporting materials, fittings, nails, cable

ties, earthling, ...etc., trays shall be of required sizes, GI

powder coated, and shorted, to the satisfaction of

Engineer

Note

BILL NO. 03 45/48


ITEM NO.


(SLRs.)





N.06 2Cx10mm2 Cu/XLPE/SWA/PVC cable from CEB

meter Panel to MSB

m 85.00

N.07 2Cx6mm2 Cu/PVC/PVC + 6mm2 earth from MSB to

DB on cable trays

m 85.00

Earthing

N.08 Allow for the total earthing system inclusive of the

necessary cables from all the DB's and SMDB lightning

arrestor earth connection to the pit, construction of

the pit, cover slab….etc. to achieve an earth impedance

of less than 5 Ohms.

Item 4.00

Point Wiring & Fittings

Rate shall include supply & installation of cable,

conduits for point wiring in concealed installations

including switches, power outlet, isolators…etc, all as

specified.

Note

PVC/Cu earth cable c/w uPVC conduit, junction boxes

etc. for light point wiring Supply and Installation of 2 x

1C 2.5mm2 PVC/PVC/Cu + 2.5mm2 PVC/Cu PVC/Cu

earth cable c/w uPVC conduit, junction boxes etc. for

following Socket outlet wiring.

Note

1 x 13A sockets

N.09 In Ground Floor nr 16.00

N.10 In First Floor nr 23.00

N.11 In Second Floor nr 34.00

2 x 13A sockets




Fixtures

Rate shall include supply and installation of following

lighting fixtures, socket outlets as specified and

detailed, fixed in position including all fixing

accessories, supports and connect to power,

contractor to supply lights either soffit mount/ ceiling

recessed as per area actual situation and need to

provide lighting schedule accordingly.

Note

BILL NO. 03 46/48


ITEM NO.


(SLRs.)





Supply and fixing of Ceiling mounted light fitting, with

necessary wiring including one gang switch complete

to working order as per the detailed drawing.

Note




Fluorescent lamp fitting 1200mm single batten type

with 1x36W bulb.




Recessed fluorescent lamp fitting 1200mmx600mm

complete with polished Aluminum double parabolic

louver and 2x36W bulb.




N.24 Supply and install wall mounted 18w. LED light fitting. nr 20.00

Supply and fixing 56" sweep approved quality ceiling

fan with one gang switch and regulator semi concealed

wiring in ground floor all complete as per instruction

and two years company warranty.




N.28 Installation of surge protection system as requested by

Engineer.

Item 1.00

N.29 Testing and commissioning of electrical system by

Chartered Engineer.

Item 1.00

TOTAL FOR ELECTRICAL INSTALLATION CARRIED TO SUMMARY

BILL NO. 03 47/48


ITEM NO.


(SLRs.)





P MISCELLANEOUS WORK

P.01 Supply & paving 80mm thick Uni-III (Approx. size

210mm x 110mm ) natural colour precast interlocking

paving blocks of 40 N/mm2 compressive strength , on

50mm thick compacted sand bed laid on top of a

leveled and well compacted earth sub base. Paving

blocks should confirming to S.L.S 1425 : Part I & II and

subject to the approval of the quality & colour.

(Transport cost of blocks paid separately as per BSR

item No. AB 23)

m2 55.00

P.02 Supply and placing (laying) buffalo grass turfs of size

not less than 200mm x 200mm x 75mm and laid

closed butted to one another while ensuring lateral

joints between turfs being staggered, where necessary

turfs shall be pegged to the soil to prevent movement

or slippage. Thereafter, turfing shall be compacted,

leveled and maintained for a period of there(3)

months by watering, weeding and trimming, until

roots are firmly rooted in to the ground.

m2 35.00

P.03 Supply & paving pre cast concrete Curb (Small) size

75mm x 175mm x 540mm of 25 N/mm2 compressive

strength with 1:3 cement mortar on top of a well

compacted earth sub base.

m 26.02

TOTAL FOR MISCELLANEOUS WORK CARRIED TO SUMMARY

BILL NO. 03 48/48


ITEM

NO.DESCRIPTION AMOUNT (SLRs.)

C EXCAVATION AND EARTH WORK

D CONCRETE WORK

E MASONRY WORK

F WATERPROOFING WORK

G ALUMINIUM AND METAL WORK

H ROOF COVERING, ROOF PLUMBING AND CARPENTRY

J FLOOR, WALL AND CEILING FINISHES

K PAINTING AND DECORATION

L PLUMBING AND DRAINAGE

M WATER TANK

N ELECTRICAL INSTALLATION

P MISCELLANEOUS WORK


SUMMARY

TOTAL TO BE CARRIED FORWARD TO GRAND SUMMARY




BILL NO. 03- SUMMARY 1/1


BILL OF QUANTITIES

BILL NO 04- SCHEDULE RATE FOR DAY WORKS

All quantities are provisional.

General

The Contractors shall price all items in the day work schedule for Labour, Constructional Plant and Material.

4.1- Labour

RateRs. Cts.

4.1.01 Carpenter Hrs 1.0

4.1.02 Mason Hrs 1.0

4.1.03 Painter Hrs 1.0

4.1.04 Electrician Hrs 1.0

4.1.05 Plumber Hrs 1.0

4.1.06 Plant Operator Hrs 1.0

4.1.07 Driver Hrs 1.0

4.1.08 Assistants to Operators & Drivers Hrs 1.0

4.1.09 Welder Hrs 1.0

4.1.10 Bar bender Hrs 1.0

4.1.11 Semi Skilled Worker Hrs 1.0

4.1.12 Unskilled Worker Hrs 1.0

4.1.13 Skilled Worker Hrs 1.0

4.1.14 Mechanic Hrs 1.0

Reference should be made to Clause 60 (60.1, 60.2, 60.3 and 60.4)of the Conditions of Contarct. Work shall not be executed on

a day work basis except by written order of the Engineer. Contractors shall enter rates for day work items in schedules, which

rates shall apply to any quantity of day work ordered by the Engineer.

The contractor is to enter here under the individual rates for labour for skilled and unskilled workers and gangers employed

on dayworks solely on the direction of the Engineer. The quantities given below are all provisional and these rates shall

include to cover all costs of the Contractor including the amount of wages paid to such labour, transportation time, overtime,

sussistance allowance, and any sums paid to or on behalf of such labour for social benefits in accordance with law of the

country, as well as Contractor's profit, overheads, superintendence, liabilities and insurance and allowance to labour,

timekeeping and clerical and office work, the use of consumable stores water, lighting and power use and repair of stagings,

scaffolding workshops and stores portable power tools, manual plant and tools; supervision by the Contractor's staff,

foremen and other suprvisory personnel; and charges incidential to the foregoing.

Item No. Description Unit Qty

BILL NO. 04- SCHEDULE RATE FOR DAY WORKS 1/3


4.2- Constructional Plant

Item No. Description Unit QtyRate

Rs. Cts.4.2.01 Air compressor 4.6m3 / min Hrs 1.0

4.2.02 Rock drill, hand held Hrs 1.0

4.2.03 Portable welding set 500 A capacity Hrs 1.0

4.2.04 Pickup, double cab, diesal, 4WD Hrs 1.0

4.2.05 Water Bowzer 6000 litres Hrs 1.0

4.2.06 Smooth Roller 8 - 10 tons static Hrs 1.0

4.2.07 Vibrating Roller 10 ton smooth Hrs 1.0

4.2.08 Vibrating Roller 6-7 ton Tandem Hrs 1.0

4.2.09 Vibrating Roller 1/2 - 1.0 ton Tandem Hrs 1.0

4.2.10 Vibrating Rammer 60 kg. Hrs 1.0

4.2.11 Plate Compactor 90 kg. Hrs 1.0

4.2.12 Motor grader 180 - 200 bhp Hrs 1.0

4.2.13 Wheel loader 2.7 - 3.1m3 Hrs 1.0

4.2.14 Wheel loader 1.7 m3 Hrs 1.0

4.2.15Excavator 0.75m3 capacity with back-actor trench excavating

bucket and front shovelHrs 1.0

4.2.16 Dump Truck 5m3 Hrs 1.0

4.2.17 Baby dumper 0.75 m3 Hrs 1.0

4.2.18 Tipper Truck 5m3 Hrs 1.0

4.2.19 Lorry 5 ton (3.5 m3 ) Hrs 1.0

4.2.20 Lorry 10 ton (4.5 m3 ) Hrs 1.0

4.2.21 Farm Tractor with trailer 3.0 tons Hrs 1.0

4.2.22 Generating set up to 6kw Hrs 1.0

4.2.23 Sludge Pump 100 mm dia. Hrs 1.0

4.2.24 Sludge Pump 150 mm dia. Hrs 1.0

4.2.25 Concrete mixer 14/10 S/L & weigh batching Hrs 1.0

4.2.26 Concrete mixer 14/10 Self loading Hrs 1.0

4.2.27 Concrete mixer 400 litre (14/10) Hrs 1.0

4.2.28 Porker vibrator Hrs 1.0

4.2.29 Water pump 10m3/hr Hrs 1.0

The Contractor shall be entitled to payments in respect of Constructional Plant already on Site and employed on daywork at

the rental rates entered by him in the "Schedule of Daywork Rates:

Constructional Plant". The rates shall be deemed to include due and complete allowance for depreciation, interest, indemnity

and insurance, repairs, maintenance, supplies, fuel, lubricants, and other consumable, and all overhead profit and

administrative costs related to the use of such plant.The cost of drivers, operators and assistants will be paid for separately as

described under the section on Daywork Labour.

In calculating the payment due to the Contractor for Constructional Plant employed on daywork , only the actual number of

working hours will be eligible for payment, except that where applicable and agreed with the Engineer, the travelling time

from the part of the site where the Constructional Plant was located when ordered by the Engineer to be employed on

daywork and the time for return journey thereto shall be included for payment.



4.3- Materials

Item No. Description Unit QtyRate

Rs. Cts.

4.3.01 Cement, ordinary Portland or equivalent in 50 kg. bags No 1.0

4.3.02 Mild steel reinforcing bar up to 20mm dia. kg 1.0

4.3.03 Tor steel reinforcing bar up to 20mm dia. kg 1.0

4.3.04 Formwork Timber Smooth m2 1.0

4.3.05 Formwork Timber Rough m2 1.0

4.3.06 Concrete Grade 15(20) m3 1.0



4.3.09 150 - 225mm random rubble masonry m3 1.0

4.3.10 Reinforced Concrete Pipe 600mm Dia m 1.0



4.3.13 Auto diesel litre 1.0

4.3.14 Petrol litre 1.0

4.3.15 50x50x3mm thick GI welded mesh m2 1.0

4.3.16 150mm rubber water bar m 1.0

4.3.17 200mm rubber water bar m 1.0

4.3.18 20mm dia. PVC pipe (type 1000) m 1.0







4.3.25 315mm dia. PVC pipe (type1000) m 1.0

4.3.26 50 mm PVC ball valve No 1.0

4.3.27 110mm PVC ball valve No 1.0

(b) the cost of hauling materials for use on work ordered to be carried out as daywork from the store or stockpile

on the Site to the place where it is to be used will be paid in accordance with the terms for Labour and

Constructional Plant.

The contractor shall be entitled to payments in respect of materials used for daywork at the rates enterd by him in the

"Schedule of Daywork Rates: Materials" together with an additional percentage payment on the basic rate to cover overhead

charges and profit as follows:

(a) the basic rates for materials shall be calculated on the basis of the invoiced price, freight, insurance , handling

expences, damages, losses,etc., and shall provide for for stock piling at the Site as directed by the

Engineer.delivery to store

The contractor may allow an aditional percentage payment on the actual cost of materials to allow for his handling and

storage costs, overhead profit. The percentage mark up cost shall be inserted by the Contractor in the appropriate item in the

Daywork Schedule.


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