TENDER PACKAGE FOR STRUCTURAL WORKS - 9 MARLA VILLAS · THEMATIC VILLA COMMUNITY STRUCTURAL WORKS...

THEMATIC VILLA COMMUNITY

DHA MULTAN

VOLUME III

PRINCIPAL CONSULTANTS &

PROJECT MANAGERS

ProMag Pvt LtdDevelopment Advisory . Project Management

Head Office: B-61, KDA Scheme No.1, Main Karsaz Road,

Karachi-75350, Pakistan

T: +92 21 3437 6071-6, F: +92 21 3437 6077

E: [email protected] W: www.ProMag.co

BILL OF QUANTITIES (BOQ)

TENDER PACKAGE FOR STRUCTURAL WORKS

- 9 MARLA VILLAS

MAY 2018

DRAFT FOR REVIEW

Page i of i

DHA MULTAN THEMATIC VILLA COMMUNITY

STRUCTURAL WORKS OF 9 MARLA VILLA

VOLUME-III

BILL OF QUANTITIES

TABLE OF CONTENTS

S.No. Description Pages.

1. Form of Bid in 2 Page

2. Preamble to Bill of Quantities in 4 Pages

3. Bill of Quantities in 16 Pages

4. Appendices in 14 Pages

FORM OF BID

DHA MULTAN THEMATIC VILLA COMMUNITY STRUCTURAL WORKS OF 9 MARLA VILLA

FORM OF BID

Page 1 of 2

FORM OF BID

Bid Reference No._______________________ (Name of Contract/Works) To: _______________________________ _______________________________ _______________________________ Gentleman,

1. Having examined the Bidding Documents including Instructions to Bidders, Bidding Data,

Conditions of Contract, Specifications, Drawings, Bill of Quantities and Addenda Nos._____________________________________________________________________________________________________________________________________________________________________for the execution of the above-named Works, we, the undersigned, offer to execute and complete such Works and remedy any defects therein in conformity with the Conditions of Contract, Specifications, Drawings, Bill of Quantities and Addenda for the sum of Rs. _____________________________________ (Rupees _____________________________________________________________________________) or such other sum as may be ascertained in accordance with the said conditions.

2. We understand that all the Appendices attached hereto form part of this Bid. 3. As security for due performance of the undertaking and obligations of this Bid, we submit herewith a Bid

Security in the amount of Rupees _______________________________________________________ (Rs. ____________________) drawn in your favour or made payable to you and valid for a period of 148 days beginning from the date Bids are opened.

4. We undertake, if our Bid is accepted, to commence the Works and to complete the whole of the Works

comprised in the Contract within the times stated in Appendix-A to Bid. 5. We agree to abide by this bid for the period of 120 days from the date fixed for receiving the same and it

shall remain binding upon us and may be accepted at any time before the expiration of that period. 6. Unless and until a formal Agreement is prepared and executed, this Bid, together with your written acceptance

thereof, shall constitute a binding contract between us. 7. We do hereby declare that the Bid is made without any collusion, comparison of figures or arrangement with

any other bidder for the Works.


FORM OF BID

Page 2 of 2

8. We understand that you are not bound to accept the lowest or any Bid you may receive or accept any Bid, all

without assigning any reason thereof.

Dated this ___________day of______________20______

Signature:_______________________ in the capacity of _________duly authorized to sign Bids for and on behalf of _________________________________________________________ (Name of Bidder in Block Capitals) (Seal) _________________________________ CNIC No. Address:________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ Witness: Signature:_________________________ Name:____________________________ _________________________________ CNIC NO. Address:________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ Occupation____________________________________________________________________________

PREAMBLE TO BILL OF QUANTITIES


PREAMBLE

Page 1 of 4

PREAMBLE TO BILL OF QUANTITIES..

(to be signed by Bidders)

General Directions

1.0 The Contract resulting from this Bid shall be an Item rate Contract and the Bids are invited accordingly.

2.0 A brief description of items is given in the Bill of Quantities. The Bill of Quantities shall be read in conjunction

with the Condition of Contract, Specifications, Drawings and other documents forming part of the Bid.

3.0 The Bidder shall be deemed to have fully understood the Works, the subject of the Bid and to have satisfied

himself as to the correctness of the description of Works stated in the instruction to Bidders, Bill of

Quantities and application of individual items of Works as per drawings, Specifications and Contract

Documents.

4.0 The Bidder shall fill in rates and prices for all the items of the Works given in all the sections of the Bill of

Quantities and Schedule of Rates, whether quantities are stated or not. Items against which no rate or price

is entered by the Bidder shall be deemed to be covered by the rates and prices for other items in the Bill of

Quantities and no separate payment shall be made for such items when executed.

5.0 All duties, taxes, fees, charges and other levies payable by the Contractor under the Contract, or for any

other cause shall be included in the rates and prices and in the total Bid Price submitted by the Bidder.

6.0 The unit rates entered by the Bidder against the items of Bill of Quantities shall be full inclusive value of the

Works described for the specified items and shall be deemed to include all costs consisting of furnishing all

plant, labour, equipment, machinery, appliances, materials, consumables, all fittings and fixtures and in

performing all operations of whatsoever nature required for execution and completion of the Works,

remedying of any defects therein and maintenance of utility services of the Works including but not limited to

profit, rental of equipment, payment of any taxes & levies as applicable etc. and the cost of general risks,

liabilities, obligations and any others setforth in the Contract.

7.0 The total of the Bill of Quantities shall be the Price for the execution and completion of the Works and

remedying of any defects therein, as shown on, described in or reasonably to be inferred from the Drawings,

the Specifications and the description of Works and shall include all on-costs, incidental expenses and

obligations, liabilities and risks of every kind for which the Contractor is liable under the Conditions of

Contract.

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

explanations in this subsection, the rates and prices/ sums in the Bill of Quantities are to be for the work

finished complete in every respect. The Contractor will be deemed to have taken full account of all

requirements and obligations, whether expressed or implied, covered by all parts of this Contract and to

have priced the items herein accordingly.


PREAMBLE

Page 2 of 4

9.0 The unit rates, beside the basic costs such as for providing material and gear, wages and salaries for

workers and other personnel etc. shall also include all incidental costs and incidental performances, which

are necessary for proper execution of the Works in accordance with the Contract. Accordingly, contained in

the submitted unit rates are also the costs for:

(a) providing and maintaining of the total Site installations/ works, transportation gear, machines, plant,

equipment, scaffolding, shuttering, staging and all other Temporary Works;

(b) the required fuels, greases, electric power, oxygen, acetylene, compressed air, water etc.;

(c) additional costs for two or three-shift operation of personnel and Construction Plant, as well as for

work on Sundays and/or on locally recognized days of rest and public holidays, insofar as such

cannot be avoided in exceptional cases;

(d) the required accident prevention facilities and devices;

(e) the entire illumination facilities for the Site;

(f) the required means of communication such as telephones, internet and facsimile transmission

facility etc. including all post, air-mail, air freight and other freight charges, as well as the costs for

telephone calls, telegrams, internet and facsimile transmission etc.;

(g) the preparation of time schedules, programmes for construction and mobilization of plant, labour

and all other things, drawings for the Site installation and all Temporary Works, as well as all other

necessary drawings, plans, sketches, lists, tables, calculations and the like, insofar as such are to

be prepared pursuant to the Contract, inclusive of the costs for the supply of prints and/or other

copies;

(h) the responsibility of checking the Engineer’s Bid and working drawings and reporting to the

Engineer of any errors, ambiguities and omissions found;

(i) the supply of additional prints (3 copies each) of all final design or working drawings, calculations

and other data pursuant to any requirements of the contract;

(j) premium payments/ any other costs for the insurances for covering all risks as per Contract

requirements;

(k) printing and legalizing the Agreement of Contract, the Contract Documents, for the Bid,

Performance Bonds/ Guarantees, Bank Guarantee for advance payment and the interest costs for

withheld amounts of statements, if any;

(l) any taxes applicable within or beyond the jurisdiction of the Republic of Pakistan, sales tax,

customs duties, octroi charges, and all other taxes leviable on the Contractor;


PREAMBLE

Page 3 of 4

(m) royalties and patent fees, licenses, liability claims of third parties and the like in connection with the

Works;

(n) all surveying and setting out works;

(o) the execution of all contractually specified and/ or agreed upon tests and laboratory investigations,

on the Site and at other locations, inclusive of all materials, equipment and personnel, skilled in the

use of such materials and equipment required for such testing and inspection and supplying of

certificates;

(p) protection of all fully or partially completed facilities and/ or structures;

(q) any unforeseen additional supplies and performances, construction measures, repairs etc.,

required for the due execution and completion of the Contract by the Contractor;

(r) all increases in material prices, transportation costs and wages and salaries if not accounted under

the Conditions of Contract;

(s) the Contractor’s own pre-financing, as well as for all other special supplies and performances,

measures and installations, which are not specifically listed here or otherwise in the Contract, but

which in the opinion of the Engineer are necessary for proper and complete execution of the Works

and which can be fairly demanded from the Contractor.

10.0 All prices and unit rates entered in the Bill of Quantities or any Schedule (corrected as per the provisions of

Contract, where necessary) are fixed and unchangeable and are not subject to any variation and shall be

full compensation for the works involved as per Drawings, Specifications and Contract Conditions unless

otherwise specified elsewhere in the documents of Contract.

11.0 In the Bill of Quantities, the price per unit and the total amount are to be indicated at the end of each

individual item. Should the total amount here not correspond with the unit price, the unit price shall be

considered relevant unless there is a gross error in placing decimal point in the unit price, which shall be

corrected.

12.0 For items for which no rate or price has been entered including geo-technical investigations for verification

of bearing capacity and CBR values will be deemed included in the rates and prices of other items priced

and covered elsewhere.

13.0 The quantities inserted in the Bill of Quantities are estimated. The work will be measured in accordance with

the Contract provisions and paid for at the rates or lump sums as per the Contract. The actual sum to be

finally paid to the Contractor will be determined by measuring the Work actually done in accordance with the

Contract and valuing it at the rates or amounts inserted by the Contractor in the Bill of Quantities.

14.0 Temporary Works will not be paid separately. All costs related to temporary work items are deemed

included in the relevant unit rates or lump sums for the individual items in the Bill of Quantities.


PREAMBLE

Page 4 of 4

15.0 All prices are to be quoted in “Pak. Rupees.” and payments will be made accordingly in Pak. Rupees.

16.0 Where the term “complete” is used in any item in the Bill of Quantities, it shall be taken to mean the work

finished complete in every respect in accordance with the Drawings, Description of Works and

Specifications or as approved by the Engineer, including all fixtures, fittings, tests and reports, etc.

17.0 For the rates of extra/ additional items which are not covered by the BOQ, detailed rate analysis shall be

provided by the Contractor which shall cover all direct costs to the Contractor i.e. Base price of required

material, wastage of material, labour, transportation to the site of works, tools, plant, equipment and the like.

18.0 An additional 25% shall be added to the base price, if the item of work is carried-out by the Contractor, and

15% if such item is carried-out by specialist/ nominated Subcontractor as per Contract, which shall be

deemed to cover Contractor’s Project overheads, superintendence , liabilities, insurances and income tax,

allowances for labours, time keeping, clerkal and office works, use of consumable stores, Water, lighting

and power, Scaffolding, workshop and stores, supervision by the Contractor’s staff, foremen and other

supervisory personnel etc complete.

19.0 The Employer/ Engineer reserves the right to call for detailed analysis of any or all rates for the purpose of

evaluation and checking of internal consistency.

20.0 The Contractor must seek approval and/ or clarification (if or where required) regarding all methodology,

materials and specifications (/ measurement clauses), as mentioned in the tender documents/ drawings,

prior relevant bidding and/ or procurement and/ or execution stage.

Abbreviations used in the Bill of Quantities are defined as follows:

LS Lump sum

Sft (ft2) Square feet

SM Square Meter

Cft (ft3) Cubic feet

Cum Cubic Meter

Rft Running foot

Rm Running Meter

Job Job

EA Each

Set Set

BILL OF QUANTITIES

S.No Description Amount(Rs)

1 Earth Works -

2 Concrete Works

3 Masonry Works

4 Thermal & Moisture Protection

5 Wall Finish

6 Ceiling Finish

7 External Finish

8 Electrical Works

9 Plumbing Works

TOTAL COST

DHA MULTAN


SUMMARY OF COST


Page 1 of 18

Ref

B.O.QDESCRIPTION Quantity Unit Rate (Rs.) Amount (Rs.)

1 Bill No 1 Earth Works

1.01 Clearing and Grubbing of site including removal ofstumps,roots,bushes,trees less than 150 mm girth and objectionablematerials up to 30 cm in depth and disposal of materials at place designatedby the Engineer complete in all respects, as per drawings, specificationsand as directed by the Engineer.

1.02 Excavation in all kind of soil to design section in grades, lines and profiles,foundations, under ground water tank, septic tank etc. back filling withsuitable excavated material including breaking clods, shoring anddewatering (if requried) watering compaction by mechanical mean disposalof excavated surplus material at designated place complete in all respectsas per drawings,specifications and as directed by the Engineer.

a. From G.L to 5'-0" depth 2,896.83 Cft -

Note: No separate payment shall be made for the

services and performances rendered under this

item of B.O.Q. The work will carry-out under

section -1 setting Out of works of Specifications


Earth Works

DHA MULTAN


Page 2 of 18

Ref



Earth Works

DHA MULTAN


1.03 Providing and Backfilling with approved fill materials, in foundations ,trenches , side of walls and under floor , laid in 6" thick layer including

watering, ramping and compaction in required AASHTO 95% modified

density complete in all respects as per drawings,specifications and asdirected by the Engineer.

2896.83 Cft

-

1.03a Borrow filling form apporved source as directed by the Engineer.

1788.01 Cft

-

1.04 Providing and applying Termite proofing treatment using Dursban TC orapproved equivalent as per manufacturer's instructions, backed withminimum 10 years guarantee, to all horizontal and vertical exposed surfaces of earth in contact with concrete complete in all respects and in accordancewith specifications and as directed by the Engineer. (Only surface area /Plinth area shall be measured for payment )

3474.02 Sft

-

TOTAL OF EARTH WORKS C/ O TO SUMMARY -

Page 3 of 18

Ref


2 Bill No 2 Concrete Works (Sub-Structure & Superstructure works)

Sub - Structure

2.01 Providing and laying blinding concrete of 1:4:8 using OPC Cement and gradedscreened aggregate 1/2" down, including filling in tapered portions in underfoundation walls, R.C.C foundation and ground beam maintaining proper grade,levelling, compacting, finishing and curing etc. including the cost of form work i.e.providing, fabricating, fixing and removing complete in all respects as perdrawings,specifications and as directed by the Engineer.

800.25 Cft -

REINFORCED CONCRETE WORK

2.02 Providing, mixing, laying and vibrating reinforced cement concrete at any level asspecified using O.P cement ; including cost of admixture, and cost of steel ,wooden or formica ply, form work (as mentioned) with water-tight joints, i.e.providing, fabricating, fixing and removing curing etc, but excluding the cost ofreinforcing steel complete in all respects as per drawings,specifications and asdirected by the Engineer.

a. Foundations (3000 psi cylinder strength) using Ordinary Form Work 80.07 Cft -

b. Plinth / Tie Beams (3000 psi cylinder strength)using ordinary Form Work 68.28 Cft -

c. Columns upto Plinth (4000 psi cylinder strength) using Ordinary Form Work 32.81 Cft -

d.U.G Tank Top SLab(3000 psi cylinder strength) using Ordinary Form Work Cft Rate only

e.U.G Tank Bottom SLab(3000 psi cylinder strength) using Ordinary Form Work Cft Rate only

f.U.G Walls(3000 psi cylinder strength) using Ordinary Form Work Cft Rate only


Concrete Works ( Sub-Structure & Superstructure Works)

DHA MULTAN


Page 4 of 18

Ref




DHA MULTAN


2.03 Providing, straightening, cutting, bending, fabricating, hoisting and lowering/

placing in position high yield strength Deformed Steel Reinforcement 60,000 psi

conforming to ASTM A-615 Billet Steel, including tying with galvanized binding

wire 18 gauge together with its cost in all kinds of reinforced concrete sections inany position or elevation or at any height/depth, providing and fixing precastconcrete spacer (or plastic spacer) of mix richer than the concrete mix in section,laps or laps not showing in drawings, chairs etc, complete in all respects as perdrawings,specifications and as directed by the Engineer.

Kg -

Super Structure

REINFORCED CONCRETE WORK

2.04 Providing, mixing, laying and vibrating reinforced cement concrete at any level asspecified using O.P cement ; including cost of admixture, and cost of steel ,wooden or formica ply, form work (as mentioned) with water-tight joints, i.e.providing, fabricating, fixing and removing curing etc, but excluding the cost ofreinforcing steel complete in all respects as per drawings,specifications and asdirected by the Engineer.

a. Columns (4000 psi cylinder strength) using Ordinary Form Work 55.00 Cft

b. Beams & Lintels (3000 psi cylinder strength) using Ordinary Form Work 198.32 Cft -

c. Staircase (3000 psi cylinder strength) using Ordinary Form Work 130.00 Cft

d. Slabs & Projections (3000 psi cylinder strength) using Ordinary Form Work 1285.15 Cft -

e. Purdi (3000 psi cylinder strength) using Ordinary Form Work 100.13 Cft -

Page 5 of 18

Ref




DHA MULTAN


f.O.Head Tank Bottom and Top SLab(3000 psi cylinder strength) using Ordinary

Form Work 62.71 Cft

g.O.Head Tank Walls(3000 psi cylinder strength) using Ordinary Form Work 53.50 Cft

2.05 Providing, straightening, cutting, bending, fabricating, hoisting and lowering/

placing in position high yield strength Deformed Steel Reinforcement 60,000 psi

conforming to ASTM A-615 Billet Steel, including tying with galvanized binding

wire 18 gauge together with its cost in all kinds of reinforced concrete sections inany position or elevation or at any height/depth, providing and fixing precastconcrete spacer (or plastic spacer) of mix richer than the concrete mix in section,laps or laps not showing in drawings, chairs etc, complete in all respects as perdrawings,specifications and as directed by the Engineer.

5,409.00 Kg

2.06 Providing and laying 4" Sand filling from approved source under the floor includinghand packing & filling over a consolidated & compacted layer of moist earthincluding ramming & compacting with power or hand roller etc. complete in allrespects as per drawing, specifications and as directed by the Engineer.

530.00 Cft

2.07 Providing and laying Bat Bricks soling from approved source under the floorincluding hand packing & filling voids over a consolidated & compacted layer ofmoist earth including ramming & compacting with power or hand roller etc.complete in all respects as per drawing, specifications and as directed by theEngineer.

502.70 Cft

Page 6 of 18

Ref




DHA MULTAN


2.08 Providing, and laying 1.5" (38mm) thick PCC grey cement screed concrete

1:3:6 floor temped finish as per drawing including compacting, paneling, leveling,

finishing and curing (over all thickness shown in drawings) etc. complete in allrespects as per drawing, specifications and as directed by the Engineer.

Cft Rate Only

2.09 Providing and laying burnt briks in cement mortar over jumbolan/ploystyrene25kg/cum over screed layed in slope over water proofung camcial including edgegola etc. Sft Rate Only

TOTAL OF CONCRETE WORKS (Sub-Structure & Superstructure Works) C/ O TO SUMMARY

Page 7 of 18

Ref


3 Bill No 3 Masonry Works

3.01 Providing, laying and jointing solid Brick Masonry works with well burnt clayF.P.S (non modular ) bricks of 1st Class in 1:6 cement sand mortar in

Foundation walls, straight , curve, up-to plinth level using bricks with

having nominal crushing cube strength 1400 Psi, at various heights,elevation and level including scaffolding, raking out joints, curingetc.complete in all respects as per drawings specifications and as directedby the Engineer.

2,736.44 Cft

3.02 Providing, laying and jointing solid Brick Masonry works with well burnt clayF.P.S (non modular ) bricks of 1st Class in 1:6 cement sand mortar in

superstructure walls, in straight , curve and in all shape, as level shown,

against specified thickness using bricks with having nominal crushing cubestrength 1400 Psi, at various heights, elevation and level includingscaffolding, raking out joints, curing etc. complete in all respects as perdrawings,specifications and as directed by the Engineer.

a. 13-1/2" thick Rate Only Sft Rate Only

b. 9" thick 2,870.42 Cft

c. 4-1/2" thick 448.00 Cft

TOTAL OF MASONRY WORKS C/ O TO SUMMARY


Masonry Works ( Sub-Structure & Superstructure Works)

DHA MULTAN


Page 8 of 18

Ref

B.O.Q

DESCRIPTION Quantity Unit Rate (Rs.) Amount (Rs.)

4 Bill No 4 Thermal & Moisture Protection

4.01 Providing and Laying 2" thick DPC on various thickness of wall Horizontallyin 1:2:4 concrete , including two coats of hot bitumen @ 0.86 kg/10 sft withsingle layer of 300 gauge polythene sheet etc. complete in all respects asper drawing, specifications and as directed by the Engineer.

186.78 Sft

4.02 Providing and fixing PVC water stopper of 9" wide Dumbbell section andapproved make in construction joint etc. complete as per design andconforming to the requirements of drawings, and in accordance with thespecifications. Complete in all respects and as directed by the Engineer.

35.00 Rft


Thermal & Moisture Protection (in Sub-Structure & Superstructure Works)

DHA MULTAN


Page 9 of 18

Ref

B.O.Q



Thermal & Moisture Protection (in Sub-Structure & Superstructure Works)

DHA MULTAN


4.03 Providing and applying complete Roof Water Proofing as shown on thedrawings consisting of following items including Gola Making complete in all

respects as per drawing, specification and as directed by the Engineer. (For

payment roof screed area will be measured)

1064.00 Sft

i) Chemical Coating as waterproofing material

ii) 1.5" to 2" 1:3:6 screed in slope

iii) Jambolon Board or approved equivalent 1.5" thick having density 35 kg/cum

iv) Burnt Clay Tiles 1.5" thick including base concrete and grouted with 1:2cement sand mortar.

TOTAL OF THERMAL & MOISTURE PROTECTION C/ O TO SUMMARY

Page 10 of 18

Ref

B.O.Q


7 Bill No 7 Wall Finishing

7.01 Providing and applying 13 mm (1/2") thick Internal cement sand plaster

nominal ratio 1:4 on walls, beams and columns etc. up-to any height,including using 6" wide expanded metal lath at junction of concrete,electrical plumbing conduites etc and masonry works, making edges,corners, chamfers , scaffolding and curing etc.complete in all respects asper drawing, specifications and as directed by the Engineer.

6,727.44 Sft

TOTAL OF FINISHING (Plaster , Flooring , and Painting ) C/ O TO SUMMARY -

DHA MULTAN



Wall Finishing

Page 11 of 18

Ref


8 Bill No 8 Ceiling Finishing

8.01 Providing and applying 13 mm (1/2") thick Internal cement sand plaster

nominal ratio 1:4 on Ceiling Staircase Waist etc. up-to any height,including 6" wide expanded metal around electrical boxes, making edges,corners, chamfers , scaffolding and curing etc. complete in all respects asper drawing, specifications and as directed by the Engineer.

2,002.88 Sft

TOTAL OF CEILING FINISHING C/ O TO SUMMARY -

DHA MULTAN



Ceiling Finishing

Page 12 of 18

Ref


9 Bill No 9 External Finishing

9.01 Providing and applying 20 mm (3/4") thick grooved External cement sand

plaster nominal ratio 1: 4 on walls, beams , pergolas and columns etc. at any height including using G.I angle beads, stop beads ,movementbeads, 6" wide expanded metal lath at junction of concrete and masonryworks, making edges, corners, chamfers , scaffolding and curing etc.complete in all respects as per drawing, specifications and as directed bythe Engineer.

2,975.60 Sft

TOTAL OF EXTERNAL FINISHING C/ O TO SUMMARY -

DHA MULTAN



External Finishing

Page 13 of 18

Ref

B.O.Q


11 Bill No 11 Electrical Works

11.01 Supply and fixing of the following size of PVC conduit in walls, slab , columnsand beams embedded in concrete or exposed including all accessories suchas bends, sockets, PVC cement etc as required for Electrical System,including pull wire where ever necessary, cutting of floor /walls and makinggood wherever required, as per drawings, and in accordance with thespecifications. Complete in all respect as directed by the Engineer.

a. 25 mm dia 895.00 rft

b. 32 mm dia 35.00 rft

c. 38 mm dia 18.00 rft

d. 50 mm dia 18.00 rft

e. 75 mm dia rft Rate only

DHA MULTAN



ELECTRICAL WORKS

Page 14 of 18

Ref

B.O.Q


DHA MULTAN



ELECTRICAL WORKS

11.02

Supply and installation of 16 SWG sheet steel back boxes powder coated with, earth

connecting point, conduit knockouts etc as per drawings, and in accordance with the

specifications. Complete in all respects as directed by the Engineer.

a. 1 to 5 gangs & 5 Amps Sockets 86.00 nos

b. 6 to 8 gangs nos Rate only

c. Power Plugs 17.00 nos

d. Fan Hook Box 10.00 nos

TOTAL OF ELECTRICAL WORKS C/ O TO SUMMARY -

Page 15 of 18

Ref

B.O.Q


11 Bill No 11 Plumbing Works

Cold Water Supply System

11.01 PPR-C piping for cold water, PN 20 Conforming to DIN 8077/8078, with all

fittings and specialities, including all cutting, fitting, fixing and cleaning, wall

and slab sleeves, CP clamps, hangers and supports, making connections, with

fixtures, valves and specials, chiselling, making wall and floor openings and

making good, pressure testing at a test pressure of 100 psig, painting of

exposed pipes in occupied areas with primer and coats of approved paint in

approved colour, complete in all respects as per drawing, specification and as

directed by the Engineer.

a. 1/2" dia (25 mm OD) 95.00 Rft

b. 3/4" dia (32 mm OD) 150.00 Rft

c. 1" dia (40 mm OD) 45.00 Rft

d. 1¼" dia (50 mm OD) 200.00 Rft

e. 1½" dia (63 mm OD) 75.00 Rft

f. 2" dia (75 mm OD) Rft Rate only

DHA MULTAN



Plumbing WORKS

Page 16 of 18

Ref

B.O.Q


DHA MULTAN



Plumbing WORKS

Hot Water Supply System

11.02 PPR-C piping for Hot water, PN 20 Conforming to DIN 8077/8078, with all

fittings and specialities, including all cutting, fitting, fixing and cleaning, wall

and slab sleeves, CP clamps, hangers and supports, making connections, with

fixtures, valves and specials, chiselling, making wall and floor openings and

making good, pressure testing at a test pressure of 100 psig, painting of

exposed pipes in occupied areas with primer and coats of approved paint in

approved colour, complete in all respects.as per drawing, specification and as

directed by the Engineer.

a. 1/2" dia (25 mm OD) 145.00 Rft

b. 3/4" dia (32 mm OD) 95.00 Rft

c. 1" dia (40 mm OD) 15.00 Rft

d. 1¼" dia (50 mm OD) 65.00 Rft

e. 1½" dia (63 mm OD) Rft Rate only

f. 2" dia (75 mm OD) Rft Rate only

Page 17 of 18

Ref

B.O.Q


DHA MULTAN



Plumbing WORKS

Drainage System (Soil, Waste and Vent)

UPVC Piping for drainage BS 1329 including all fittings, sockets, hangers and

specials for stacks and horizontal runs buried in ground or above false ceiling,

in shafts exposed or concealed in floors and walls and connecting to

manholes, including cutting, fitting, chiseling, making good, fixing and

cleaning, wall and slab openings complete in all respects as per drawing,

specification and as directed by the Engineer.

a. 1.5" dia 80.00 Rft

b. 2" dia 150.00 Rft

c. 3" dia 95.00 Rft

d. 4" dia 90.00 Rft

TOTAL OF PLUMBING WORKS C/ O TO SUMMARY

Page 18 of 18

APPENDICES

Page i of i

DHA MULTAN THEMATIC VILLA COMMUNITY


VOLUME-III

APPENDICES

TABLE OF CONTENTS

S.No. Description Pages.

1. Appendix “A” in 4 Pages

2. Appendix “C” in 2 Pages

3. Appendix “D” in 1 Page

4. Appendix “E” in 1 Page

5. Appendix “F” in 2 Pages

6. Appendix “G” in 1 Page

7. Appendix “H” in 1 Page

8. Appendix “I” in 1 Page

9. Appendix “J” in 1 Page


APPENDIX – A

Page 1 of 4

…APPENDIX “A” TO THE BID…

(to be signed by the Bidder)

Special Stipulations

S.No Particulars Clause / Sub-Clause

Requirement

1. Types and kinds of Villas and associated Works

IB.1 Structural Works of one (01) number 9 Marla Villa.

2. Amount of Bid Security IB.15 Rs. 65,000/- (Rupees Sixty Five Thousand only) in a form as specified at IB.15

3. Amount of Performance Security

10 10% of Contract Price as given in the Letter of Acceptance of which 90% shall be in the form of an Insurance Guarantee from an Insurance Company in Pakistan having at least AA rating from PACRA/ JCR and balance 10% shall be in the form of Bank Guarantee issued by any Scheduled Bank in Pakistan. The bidders shall propose the names of at least Three (03) such Insurance Companies for selection by the Employer.

4. Minimum Amount of Third Party Insurance.

23 Rs. 500,000/- (Rupees Five Hundred Thousand only) per occurrence with number of occurrences unlimited.

5. Time for Commencement. 41 As per Engineer’s instruction in this regard.

6. Time for Completion 43 Eight calendar months from the Engineers Instruction to proceed.

7. Amount of Liquidated Damages for delay.

47.1 @ Rs. 100,000 /- per day for each day of delay in completion of Works, subject to a maximum of 10% of Contract Price.


APPENDIX – A

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Requirement

8. Defects Liability Period 49.1 12 (twelve) calendar months from the effective date of Taking Over Certificate.

9. Maximum Variation percentage permissible.

51

53

20%

10. Percentage of Retention Money 60.2 10% (ten percent) of the amount of each Interim Payment Certificate subject to a maximum of 5% (five percent) of the Contract Price.

11. Minimum Amount of Interim Payment Certificate

60.2 Pak Rs. 140,000/- only

12. Time for Payment of Interim payment Certificates.

60.10 Notwithstanding anything otherwise contained in any of the Bid/ Contract Documents, the following shall apply:

(1) 70% adhoc amount of the Payment Certificate Application submitted by the Contractor shall be verified for payment by the Engineer within Twelve working days after applying necessary deductions and preliminary checking and forwarded to the Employer. The Employer shall release this payment within seven working days after the receipt of the above.

(2) Balance amount shall be released after further Ten working days of release as at (1) above after detailed checking and verification.

(3) All the above is subject to the condition that IPC applications are properly prepared by the Contractor in conformity with Clause 60, of the Conditions of Contract in BOQ or other suitable format as acceptable to the Engineer with full details for quick and easy checking as acceptable to the Engineer.


APPENDIX – A

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Requirement

13. Secured Advance on Material 60.11 On

a) Steel Reinforcement

b) Cement

(after necessary approval)

14. Mobilization Advance (Interest Free)

60.12 10% of Contract Price as given in the Letter of Acceptance on submission by the Contractor the following:

Bank Guarantee for 50% the amount from a Scheduled Bank in Pakistan and the balance 50% in the form of Insurance Guarantee from an Insurance Company in Pakistan having at least AA rating from PACRA/ JCR. The bidder shall propose the names of at least three such Insurance Companies for selection by the Employer.

15. Notwithstanding anything otherwise contained elsewhere, ‘Instruction to Bidders’ Clauses

No. IB .1 and IB. 12 shall be considered supplementary Clauses of Conditions of Contract – Part II – Particular Conditions of Contract.

16. The Contractor shall, as per the requirement of the Employer and the Engineer, provide a proper

Site Office having One (1) No. Container, with two partitions. The Site Office shall be furnished and equipped with all the necessary/ required furniture, fittings, four number steel cabinets, air-conditioners, electric power, water etc complete. The Site Office shall be ready within one month of signing the Contract including required watch & ward and attendance.

17. The Site Office shall be provided with necessary/ required office equipment, consumables

including but not limited to the following:

Employer & Engineer • Two Number Desktop (Core i5), with the required software installed;

• One Water Cooler/ Dispenser;

• Two Bottles of drinking water (20 lit) per day;

• Necessary/ Required Stationary, and

• All required maintenance, repairs/ replacements, consumables, etc

18. All the Equipment and Provisions included in Items No. 16 and 17 shall be new and at the cost of Contractor.


APPENDIX – A

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19. Bar Bending Schedules, if applicable, shall be prepared by the Contractor sufficiently in advance and presented to the Engineer for approval.

20. Before issuing any Payment Certificate to the Contractor, which includes amounts payable to his subcontractors and labour, the Engineer may request the Contactor to supply reasonable proof that such subcontractors and labour have received all amounts due in accordance with the previous Payment Certificates less any deductions, if applicable. The Contractor shall then:

a) Submit reasonable proof to the Engineer of having made such payments, or

b) Satisfy the Engineer in writing that he is reasonably entitled to withhold or refuse payment to

any such subcontractor or labour and produce evidence of having notified in writing the

concerned and the reasons thereof and his entitlements in this regard.

21. All payments by the Employer to the Contractors/ Suppliers under the Contract shall be subject to

statutory deductions.

22. All waste material/ concrete, unwanted spoils, rejected material, debris, mud, wash / waste water

and materials decided by the Employer as unwanted / unsuitable shall be disposed off by the Contractor properly and regularly at his own cost as per prevailing rules / requirements and the Site / Site of Works kept clean and neat with adequate house-keeping to the satisfaction of the Engineer.

Authorized Signature of __________________________________ Bidder and official Seal Name: __________________________________ Designation: __________________________________ Date: __________________________________


APPENDIX – C

Page 1 of 2

APPENDIX “C” TO THE BID .

(to be completed and signed by the Bidder)

SCHEDULE OF RATES AND PRICES FOR

DAYWORK A. DAY WORK

We understand and agree that for execution of any work on the basis of Daywork the written order of the Engineer is required.

The Contractor will be paid for work in respect of which he is directed by written order of the Engineer to perform as Daywork, on the basis and at the rates and prices setforth herein below: Workmen: Workmen hours and other costs towards dayworks shall be paid in Pak Rupees only, in accordance with the following schedule:

S. No. Type of Workmen (First Class) Rate per hour (Rupees)

1. Carpenter "

2. Mason "

3. Plumber / Fitter "

4. Electrician "

5. Mechanic "

6. Welder "

7. Painter "

8. Black smith / steel fixer "

9. Machine Operator "

10. Semi skilled "

11. Unskilled "

(1) The above hourly rates include percentage addition of 45% to cover the Contractor’s

profit, overhead charges, superintendence and insurance; all allowances of workmen and other clerical and office work, the use, repair and sharpening of tools, the use of consumable stores and electrical power; the use of non-mechanical plant and


APPENDIX – C

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scaffolding, the use of water, lighting and appliances of all descriptions; supervision by the Contractor’s staff, foremen, gangers, and all other incidental charges whatsoever.

(2) The Contractor shall carry out all Day Work, within normal working hours unless the

Engineer has given written approval to the contrary. Payment of workmen employed on Day Work performed outside normal working hours will be made at overtime rate only if the Engineer has given such approval. Rate for overtime shall be the rate indicated above plus 50% increase for overtime work.

Materials: Materials to be supplied for Daywork, for incorporation into the Works, shall be paid for at the invoiced price for locally procured materials of local or foreign origin delivered to Site plus surcharge of 30% which shall be deemed to cover for cartage, handling and others from source to site, wastage and Contractor’s overhead and profit, income tax, sales tax, levies, royalties etc.

Plant: Any plant used for Daywork shall be charged at the hire rates entered by us in Appendix “F” to the Form of Bid or if not listed herein, at comparable rates. The hire rate of construction plant and equipment entered in Appendix “F” shall be applicable only for work done on the basis of Daywork provisions.

Payment: Any payment made for Daywork shall be final.

Authorized Signature __________________________________ and official Seal Name: __________________________________ Designation: __________________________________ Date: __________________________________


APPENDIX – D

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APPENDIX “D” TO THE BID .

(Bar Chart, as specified below, to be provided and all to be signed by the Bidder)

PROPOSED CONSTRUCTION SCHEDULE

Pursuant to Clause 43.1 of the Conditions of Contract, the Works shall be completed on or before the date stated in Appendix-A to Bid. The Bidder shall provide as Appendix-D to his Bid a Construction Schedule in bar chart form (Based on standard net work analysis) showing the sequence of work items and the period of time during which he proposes to complete each work item in such a manner that his proposed programme for completion of the whole of the works and parts of the works may meet Employer’s completion targets in days noted below counted from the date of receipt of Engineer’s Notice to Commence (Attach sheets as required for the bar chart):

Description Time of Completion

Whole of the Work Authorized Signature __________________________________ and official Seal Name: __________________________________ Designation: __________________________________ Date: __________________________________


APPENDIX – E

Page 1 of 1

APPENDIX “E” TO THE BID .


PROPOSED CONSTRUCTION METHOD

The Bidder is required to submit a narrative in detail outlining the method of performing the Work. The narrative should also include but not be limited to: 1. Organization Chart indicating head office and field office personnel involved in

management, supervision, engineering, equipment maintenance, purchasing and other matters.

2. Mobilization, the type of facilities including personnel accommodation, office

accommodation, provision for maintenance and for storage, communications, security and other services to be used.

3. The method of executing the works, the procedures for installation of equipment and

machinery and transportation of equipment and materials to the site.



APPENDIX – F

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APPENDIX “F” TO THE BID .

(to be filled by the Bidder)

LIST OF MAJOR EQUIPMENT – RELATED ITEMS The Bidder will provide on Sheet 2 of this Appendix a list of all major equipment and related items, under separate headings for items owned, to be purchased or to be arranged on lease by him to carry out the Works. The information shall include make, type, capacity and anticipated period of utilization for all equipment which shall be in sufficient details to demonstrate fully that the equipment will meet all requirements of the Specifications.



APPENDIX – F

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LIST OF MAJOR EQUIPMENT

Owned / to be Purchased or

Leased

Description of Unit (Make,

Model, Year)

Capacity HP

Rating Condition

Present Locations or

Source

Date of Delivery at

Site

Period of Work on Project

Hire rate for day work

per Item per hour

1 2 3 4 5 6 7 8 a. Owned

b. To be

Purchased

c. To be

arranged on Lease

Authorized Signature __________________________________ and official Seal

Name: __________________________________ Designation: __________________________________

Date: __________________________________


APPENDIX – G

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APPENDIX “G” TO THE BID .


CONSTRUCTION CAMPS AND HOUSING FACILITIES

The Contractor in accordance with Clause 34 of the Conditions of Contract shall provide description of his construction camp, facilities and staff housing requirements. The Contractor shall be responsible for pumps, electrical works, water and electrical distribution systems, and sewerage system including all fittings, pipes and other items necessary for servicing the Contractor’s construction camp. The Bidder shall list or explain his plans for providing these facilities for the satisfactory performance of the contract as follows:

1. Site Preparation (clearing, land preparation, etc.). 2. Provision of Services:

a. Power (expected power load, etc.).

b. Water (required amount and system proposed). c. Sanitation (sewage disposal system, etc.).

3. Construction of Facilities:

a. Contractor’s Office, Workshop and Work Areas (areas required and proposed

layout, type of construction of buildings, etc.).

b. Warehouses and Storage Areas (area required, type of construction and layout).

c. Housing and Staff Facilities (Plans for housing for proposed staff, layout, type of

construction, etc.).

4. Other Items Proposed (Security services, Transportation, etc.).



APPENDIX – H

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APPENDIX “H” TO THE BID .


LIST OF SUBCONTRACTORS We intend to subcontract the following parts of the Work to sub-contractors. In our opinion, the sub-contractors named hereunder are reliable and competent to perform that part of the Work against which they are listed. Enclosed is documentation outlining experience of sub-contractors. The curriculum vitae and experience of their key personnel who will be assigned to the Contract, equipment to be supplied by them, size, location and type of contracts carried out in the past along with the names and addresses of those Employers. (Use additional sheets, if required)

Part of Works (Given Details)

Sub-Contractor (With Complete Address)

1 2



APPENDIX – I

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APPENDIX “I” TO THE BID .


ESTIMATED PROGRESS PAYMENTS Bidder’s estimate of the value of Work which would be executed by him during each of the periods stated below, based on his Programme of the Works and the Rates in the Bill of Quantities, expressed in thousands of Pakistani Rupees:

Quarter / Year / Period

Amount (1,000 Rs.)

1 2

1st month

2nd month

3rd month

4th month

:

:

:

:

:

:

: Last month of the completion time per clause __________ of the Contract.

Bid Price Authorized Signature __________________________________ and official Seal Name: __________________________________ Designation: __________________________________ Date: __________________________________


APPENDIX – J

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APPENDIX “J” TO THE BID .

(to be prepared / filled by the Bidder)

ORGANIZATION CHART FOR THE

SUPERVISORY STAFF AND LABOUR


TENDER PACKAGE FOR STRUCTURAL WORKS - 9 MARLA VILLAS · THEMATIC VILLA COMMUNITY STRUCTURAL WORKS...

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