In terms of Rules 48 of Public Procurement Rules, 2004 Grievance Redressal Committee (GRC) is notified for the subject procurement and notification copy is available on the procuring agency’s website and on Authority’s website at (www.ppra.gov.pk).
Directorate of Works and Services (Pakistan Agriculture Research Council (PARC)), Technical Coordinator
Room # 9, Ground Floor, Plot # 20, Attaturk Avenue, Sector G-5/1., Islamabad Capital Territory
+92-344-629-0510
works@parc.gov.pk
The following specific data for the procurement of works shall complement, supplement, or amend the provisions in the Instructions to Bidders (ITBs). Whenever there is a conflict, the provisions herein shall prevail over those in ITBs.
ITB Number 1.1
Name of Procuring agency/Employer: Directorate of Works and Services (Pakistan Agriculture Research Council (PARC))
The subject of procurement is: Construction of Lab/Office, Store, Garage and Boundary wall at FSC&RD Loralai Balochistan
Period for completion of the works 180 Days
Commencement date execution of the works: 28 Days
Type of Procurement: Local
ITB Number 2.1
Financial year for the operations of the Procuring agency/Employer: 2026-27Name of Project [insert: name and summary description of the Project if any]
Name of financing institution: [insert: name if any]
Name and identification number of the Contract: P187407
ITB Number 3.1
JV/Consortium or Association Allowed: No
Maximum number of members in the joint venture shall be: Nil.
ITB Number 6.4
The Bidders may seek clarifications through EPADS v2.0: Last Clarification Date: Sunday, November 15, 2026
ITB Number 8.1
The Language of all correspondences and documents related to the Bid is: English
ITB Number 5.1 & 9.1
The following documents must be included to constitute the Bid
ITB Number 9.4 (b)
Other procurement specific documentation requirements are:
As per NIT
ITB Number 12.4
The Bid price will be/will not be subject to the price adjustment Nil.
ITB Number 12.6
The Bid price shall be adjusted in accordance with Schedule-A to Bid – “Schedule of Adjustment Data” if available.
ITB Number 13.1
Bidders to quote entirely in Pak rupees (PKR)
ITB Number 15.1
The Bid Validity period shall be 120 Days days.
ITB Number 16.1
The amount of Bid Security shall be (insert amount)
The currency of the Bid Security shall be: PKR.
ITB Number 16.2
The Bid Security shall be in the form of: Pay Order, Call at Deposit, Demand Draft
ITB Number 19.1
The deadline for Bid submission is: Wednesday, November 18, 2026 11:00 AM
Address for submission of Original Bid Security: Room # 9, Ground Floor, Plot # 20, Attaturk Avenue, Sector G-5/1., Islamabad Capital Territory
ITB Number 21.1
The Bid opening shall take place at: EPADS v2.0
Day : Wednesday
Date: November 18, 2026
Time : 11:30 AM
ITB Number 27.1
The currency that shall be used for Bid evaluation and comparison purposes to convert all Bid prices expressed in various currencies is: PKR Only
The source of exchange rate shall be: Nil
The date of exchange rate shall be: Nil
ITB Number 28.2 & 28.5
Least Cost Based Selection (LCBS)
see Evaluation Criteria
ITB Number 29.1
Domestic preference to apply.
Domestic preference: No
Preference to domestic or national suppliers or contractors shall be provided in accordance with policies of the Federal Government and/or in accordance with the regulations issued by the Authority.
If Yes, The percentage for the domestic preference alongwith calculation formula is provided in the evaluation and qualification criteria.
ITB Number 32.2
Sub-contracting is allowed? : No
No % of the total value of the contract.
39.1 The Performance Security (or guarantee) shall be 3.00%
39.2 The Performance Security (or guarantee) shall be in the form of: Pay Order,Call at Deposit,Bank Guarantee
All Active Taxpayers shall be eligible to participate in the procurement process, unless expressly excluded or otherwise restricted under the Eligibility Criteria specified by the Procuring Agency.
| Required Registration |
|---|
| NADRA CITIZENSHIP (CNIC/NICOP) FBR (NTN) FBR (GSTN) PEC |
| Eligibility Criteria | Document |
|---|---|
| Firm must have a valid license in C-4 or above category. 3 years of experience -proven by job completion certificate / certificate of incorporation. Bank statement last three years. Turnover of Rs-30 million proven by last three years audit reports. Must provide a non-blacklisting affidavit | Yes |
Least Cost Based Selection (LCBS)
Lot Title : Construction of Lab/Office, Store, Garage and Boundary wall at FSC&RD Loralai Balochistan
Bid Security : 1200000 PKR
| Job | Delivery Schedule | Quantity |
|---|---|---|
| Construction of Lab/Office, Store, Garage and Boundary wall at FSC&RD Loralai Baluchistan |
Address: At FSC&RD Loralai Balochistan
Schedule: 180 Days
Quantity: 1/job
|
1/job |
| Construction of Lab/Office, Store, Garage and Boundary wall at FSC&RD Loralai Baluchistan |
Address: at FSC&RD Loralai Baluchistan
Schedule: Days180
Quantity: 1/job
|
1/job |
Lot Title: Construction of Lab/Office, Store, Garage and Boundary wall at FSC&RD Loralai Balochistan
Specifications / Requirements:
| Sr. No | S # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|---|
| 1 | 1 | Scraping, removal and disposal of 12" thick average layer of top soil in areas designated on the drawing for construction or as instrcuted by the Engineer Incharge. | Cft | 2961 | 20 | 59220 |
| 2 | 2 | Excavation in foundation trenches in all kind of soils (dry, wet, saturated, rocky etc). Back filling of same in 6” layers inside foundation trenches or depressions, besides retaining wall(s), beneath floor surface or wheresoever required within the worksite including breaking of clods, leveling, dressing & recompacting of the same, complete in all respects as per specifications and or per the directions / instructions / satisfaction of the Engineer Incharge. | Cft | 4706 | 23.159682899207 | 108989.46772367 |
| 3 | 3 | Providing and applying Termite Control Treatment by spraying / sprinkling / injecting the chemical Dursban TC/ Biflex/ Termidor 25 EC/Wonder 25 SC Agenda 25 EC containing FIPRONIL or approved equivalent in concentration of 1.8% for Dursban TC and active ingredient 25 g/L Fipronil for Termidor and in ratio of 1:250 to make the concentrate 0.40% for first operation @ 5 liters of chemical per 10 Sq. ft to be sprinkled on the bottom surfaces of the excavated trenches and their sides.Note: Payment will be made against total covered area of ground floor only. The insecticide is to be injected in the already constructed floors (in case necessary) professionally with an standing guarantee of 10 years against termite attacks. | Sft | 2961 | 34.665427509294 | 102644.33085502 |
| 4 | 4 | Supplying and filling of earth below plinth level, in depressions, beneath / under the floor or wheresoever required with a soil obtained from an approved source and conforming to the General Specifications, including any and all leads, lifts, spreading, breaking of clods / lumps, watering, ramming and compacting using appropriate mehcanical effort (i.e. roller or vibrator), thus achieving at least 90% modified AASHTO density on dry side of compaction curve, complete in all respects as per specifications and or as per the directions / instructions / satisfaction of the Engineer Incharge. | Cft | 9119 | 35 | 319165 |
| 5 | 5 | Providing, filling, placing, and compacting locally acquired sand beneath / under floors, sides of trenches or wheresorequired in layers not exceeding 4” thickness, including watering, leveling and dressing etc. complete in all respects and or as per satisfaction of the Engineer Incharge. | Cft | 1204 | 45 | 54180 |
| 6 | 6 | Providing and laying of Plain Cement Concrete containing uniformly graded approved quality ¾” crushed Stone aggregate, and sand including machine mixing, placing, compacting, curing and side stops as per drawings, specifications and or as per the directions / instructions / satisfaction of the Engineer Incharge.a. P.C.C (1:4:8) under Foundations (4" thick) | Cft | 615 | 485.90033975085 | 298828.70894677 |
| 7 | 7 | Providing and laying of Plain Cement Concrete containing uniformly graded approved quality ¾” crushed Stone aggregate, and sand including machine mixing, placing, compacting, curing and side stops as per drawings, specifications and or as per the directions / instructions / satisfaction of the Engineer Incharge.b. P.C.C (1:4:8) under Floor (6" thick) | Cft | 3417 | 485.90033975085 | 1660321.4609287 |
| 8 | 8 | Providing & laying first class brick masonry in foundations using approved quality of bricks, laid and jointed with cement and sand machine mixed mortar (1:6), masonry to be laid in courses true to line, level and plumb, protected and properly cured and providing deep joints to receive rendering. All work to be completed as per drawings and specifications, including providing and fixing specified anchorage with concrete members as shown on drawings and as directed by the engineer: | Cft | 1074 | 692.29898074745 | 743529.10532276 |
| 9 | 8 | Providing & laying approved first class brick masonry in super structure walls at any height and any floor, laid and jointed with cement and sand machine mixed mortar (1:4), masonry to be laid in courses true to line, level and plumb, protected and properly cured including scaffolding and providing deep joints to receive rendering. All work to be completed as per drawings and specifications, including providing and fixing specified anchorage with concrete members as shown on drawings and as directed by the engineer. | Cft | 5568 | 694.73386183465 | 3868278.1426954 |
| 10 | 10 | Providing and laying of RCC having a minimum of 28 days cylindrical crushing strength of 3000 psi (1:2:4) and for RCC to be poured in columns. The RCC work also includes placing of formwork (having straight unbroken joints) and its removal, also machine mixing, leveling, rodding, compacting and or vibrating, and curing etc. but excluding the cost of steel reinforcement. All done completely as per design, drawings and specifications and or as per the directions / instructions / satisfaction of the Engineer Incharge. | ||||
| 11 | i. Footings / Foundation/columns upto plinth | Cft | 447 | 698.86749716874 | 312393.77123443 | |
| 12 | ii. Plinth Beams (3000 psi) | Cft | 580 | 894.13929784824 | 518600.79275198 | |
| 13 | iii.Columns upto Plinth (3000 psi) | Cft | 114 | 698.86749716874 | 79670.894677237 | |
| 14 | iii. Columns in Super-Structure (GF and above), | Cft | 594 | 915.34541336353 | 543715.17553794 | |
| 15 | iv. Roof Slab (3000 psi) | Cft | 2909 | 894.13929784824 | 2601051.2174405 | |
| 16 | v. Stairs (3000 psi) | Cft | 343 | 915.34541336353 | 313963.47678369 | |
| 17 | vi. Parapet Walls (3000 Psi) | Cft | 402 | 894.13929784824 | 359443.99773499 | |
| 18 | vii.Beams and Lintels (3000 psi) (3000 psi) | Cft | 773 | 915.34541336353 | 707562.00453001 | |
| 19 | 11 | Providing and fixing of deformed steel reinforcement bars having a minimum yield strength of 60,000 psi and ultimate tensile strength of 90,000 psi (with a minimum elongation of 10% at least) all conforming to ASTM A615, also including the cost of cleaning, straightening, bending, fixing, binding (using 16 SWG steel binding wire), overlaps (whether shown or not shown in drawings), wastage, steel bar chairs, and placing the same in position at any height and floor, complete in all respects as per drawings, specifications and as per the directions / instructions / satisfaction of the Engineer Incharge. | Kg | 20156 | 364 | 7336784 |
| 20 | 12 | Providing & fixing upto 12”x 12”x1/2'' or suitable size according to site location, marble floor tiles of approved make & shade on floor and skirting with Cement Sand mortar of 1:3 and PCC 1:2:4 1-1/2" thick base , grouting the joints with specified material , curing etc complete in all respect. including the cost of grinding, polishing etc. all work done as per the directions / instructions / satisfaction of the Engineer Incharge. | Sft | 7110 | 455.48327137546 | 3238486.0594796 |
| 21 | 13 | Providing & applying of Cement Sand plaster at any floor or any height using fine Fine Sand preferably machine mixed plaster-mix, including all bends, corners, jambs, recess, including scuffolding, and hacking of concrete surfaces, racking the masonry joints, and providing and fixing of GI 8" wide (50 mm X 50 mm) expanded metal mesh of 14 SWG ixed with G.I. staples on masonry / concrete joints. All plaster to be finished smooth with steel float in true level, line, and plumb; and properly cured, complete in all respects as per drawings, specifications and as per the directions / instructions / satisfaction of the Engineer Incharge.a. 3/4” thick on Ceiling, Walls, Columns, Beams, Shelves (Internal/External) etc in (1:4) CSM leaving skirting height. | Sft | 21963 | 91.449814126394 | 2008512.267658 |
| 22 | 14 | Providing & laying 2” thick Damp Proof Course at plinth using cement concrete 1:2:4 using ½” down gauge graded aggregate mixed with required quantity of water proofing agent per bag of cement including, providing and applying 2 coats of bitumen in thick layer on PCC surface before masonry including leveling, compacting, finishing smooth, with steel trowel, curing, form-work and its removal etc. complete as per drawing, specifications and as directed by the Engineer Incharge | Sft | 118 | 171.56133828996 | 20244.237918216 |
| 23 | 15 | Supplying, assembling and fixing in position, delux model (Openable Or Fixed) (Alcop, Jeewa Jee (Pvt) Ltd, Al-Ahli, Ittehad Aluminum or equivalent) 2 mm thick 101 mm wide approved colour aluminum anodized windows and ventilators with internal frames of windows made of 1.6 mm thick section, fly proof shutters of standard thick section. The aluminum will be fixed with concrete or masonry surfaces by means of plastic fisher wall plugs and screws and or as further specified by the manufacturer. This includes the cost plastic Nylon Plugs, Matex Japan rollers, locking handles, stays, PVC glazing gaskits and other necessary fixing materials complete with filling of joints by means of flexible imported caulking compound of approved make and 5 mm thick clear or obscure glass (whichever required) complete in all respects as per drawings, specifications and as per the directions / instructions / satisfaction of the Engineer Incharge. | Sft | 502 | 1858.6431226766 | 933038.84758364 |
| 24 | 16 | Providing and fixing of aluminium doors, single/ double leaf (Deluxe Model) of Anodized Aluminium 2 mm thick section (Pakistan Cable, Chawla, Jeewa Jee, Ittehad Aluminum or equivalent), inculding 6 mm thick clear glass, locks, handles and door closers of approved make complete in all respect with all necessary fittings, hinges etc. | Sft | 127 | 1818.1226765799 | 230901.57992565 |
| 25 | 17 | Providing, making and fixing of 16 gauge ply sheet(s) hydraulically pressed door frame 5½” x 2½” for door having 1½" thick solid 1st quality Deodar wood shutter(s) with top and side rails 6" wide and a bottom rail 8" wide with 3/4" thick panel in all, including applying protective synthetic enamel paint/polish (Berger, ICI, Nippon) post sand-paper smoothing, iron holdfasts, tower bolt(s), first quality (Chrome-Plated Brass) imported door lock(s) of, approved CP brass fittings, and 1/2" X 2" 1st quality Deodar wood architrave of approved and agreeable design finished in excellent manner, complete in all respects as per drawings, specifications and as per the directions / instructions / satisfaction of the Engineer Incharge. | Sft | 105 | 3094.8884758364 | 324963.28996283 |
| 26 | 18 | Providing, making and fixing 1½" thick 1st quality hydraulically pressed Commercial Ply vineered solid core (of Partal wood) flush shutters (5mm thickness of Ply) with 1½" X 1/2" 1st quality Deodar Wood solid lipping around leaf and 16 gauge MS sheet pressed frame (size: 10½” X 2½") single / double leaf, including applying protective synthetic enamel paint (Berger, ICI, Nippon) alongwith zinc-rich primer post sand-paper smoothing, iron holdfasts, tower bolt(s), first quality (Chrome-Plated Brass) door lock(s) of imported origin, approved CP brass fittings, and 1/2" X 2" 1st quality Deodar wood architrave of approved and agreeable design finished in excellent manner,inculding 6mm thick clear glass in wooden shutter,making of opening wooden for glass, beading etc complete in all respects as per drawings, specifications and as per the directions / instructions / satisfaction of the Engineer Incharge. | Sft | 245 | 2200 | 539000 |
| 27 | 19 | Providing, laying and applying 4 mm thick Roof Grip or Hy-Grip water proofing PLASTOGRIP RL-400 or PLASTOMAT SUNTAN PP/PG 4000 modified bituminous water proofing membrane reinforced with rot-proof, non woven polyester carrier torch applied including applying of approved primer @ 0.2 to 0.3 Kg/ Sq.M on RCC roof surface and to the required height at parapet walls or where required, overlap 10 cm at side and 15 cm at ends, complete as per manufacturer’s recommendations and as directed by the Engineer Incharge. | Sft | 2569 | 130.3 | 334740.7 |
| 28 | 20 | Providing & laying average 3” thick roof screeding in single layer having slope towards roof drain on horizontal and vertical surfaces and using marble strip 2-1/2x3/8'' thickness top surfaces for making panels ( not exceeding more than 100 Sft) in RCC (1:2:4), using sand and crushed stone aggregates, including the cost of 3” x 3” size of 10 SWG steel wire welded mesh reinforcement placed in middle of the thickness including curing, steel float finishing to receive Hi-Grip water proofing membrane, overlap of mesh etc. complete as per drawings, specifications and as directed by the Engineer. | Sft | 2569 | 250 | 642250 |
| 29 | 21 | Providing and applying of 3 feet wide Plinth Protection by laying 1½” thick PCC (1:2:4) over vertical surface upto plinth level and including 3” thick PCC (1:4:8) over fully compacted earth & back filling done including marble seperators, complete in all respects as per standards / specifications and as per the directions / instructions / satisfaction of the Engineer Incharge. | Sft | 624 | 130.48327137546 | 81421.56133829 |
| 30 | 22 | Providing, making and fixing of floor mounted kitchen cabinets consisting of 2½” X 1¼” size deodar wood face frame polished with wood stain lacquer having 17 mm thick imported batten (Lasani) board with Formica cladding on both sides, horizontal shelves with deodar wood drawers and 1¼” thick openable deodar shutter having 3/8” thick deodar ply panel with wood stain lacquer polish as shown in drawings including cost of 1½” RCC (1:2:4) shelves and including the cost of cement plastering and synthetic enamel painting inside skeleton or wheresoever required, piano hinges in full length, drawers, drawer track channels (Italian), handles, screws, locks etc. Partition(s) will be made by brick on edge with plaster on both side and 3/4” thick factory polished White marble top. All work to be completed as per specifications and as per the directions / instructions / satisfaction of the Engineer Incharge. | Sft | 208 | 1600 | 332800 |
| 31 | 23 | Providing & fixing of 4” dia UPVC pipe for rain water down spout including the cost of Elbow(s), Clamps, Confining Wiremesh, and making proper water chamber etc. complete in all respects as per specifications and as per the directions / instructions / satisfaction of the Engineer Incharge. | Rft | 300 | 350 | 105000 |
| 32 | 24 | Providing & applying 3 coats of (Berger, ICI, ) Synthetic Plastic Emulsion Paint (Supreme Quality) paint to plaster surfaces in approved shade and color including primer of approved make, finished smoothly, complete with rubbing, sand papering, cleaning, and approved make premixed putty filling including making the surface smooth before applying primer coat etc, all complete as per specifications and as per the directions / instructions / satisfaction of the Engineer Incharge. | Sft | 12000 | 33.828996282528 | 405947.95539033 |
| 33 | 25 | Providing and applying three coats of (Berger, ICI) Weather Shield / Weather Protection paint to plastered or concrete surfaces in approved shade and colour including primer of approved make, finished smoothly, complete with rubbing, sand papering, cleaning and making the surface smooth before applying primer coat etc, all complete as per specifications and as per the directions / instructions / satisfaction of the Engineer Incharge. | Sft | 3598 | 40.706319702602 | 146461.33828996 |
| 34 | 26 | Providing, placing and fixing glazed ceramic tiles of approved make and size (Shabbir, Master, or equivalent in Premium Quality) and textured shade in dado set over cement slurry and tile bond mix (Stile Bond) and neatly filling the joints with pigment mixed grout, including ¾” thick base plaster of CSM (1:4) with curing and cleaning etc. complete as per specifications and as per the directions / instructions / satisfaction of the Engineer Incharge. | Sft | 1594 | 550 | 876700 |
| 35 | 27 | Providing, placing and laying skid / slip resistant ceramic tiles in floor of approved make / shade and colour with cement slurry and bond mix (Stile bond) laid over 1” thick CSM (1:3) having 2% slope towards floor drain and including neatly filling the joints with white cement mixed with pigment(s) to match the colour of tiles etc. complete as per specifications and as per the directions / instructions / satisfaction of the Engineer Incharge. (Shabbir, Master, or equivalent in Premium Quality) | Sft | 366 | 550 | 201300 |
| 36 | 28 | Providing and fixing of MS Security Grills fixed in alluminium windows or whereever required made using 16 gauge square bar (1/2" X 1/2") fixed @ 4" c/c and MS Flat Bar (Patti) (1.75" X 1/4") including three coats of protective paint with zinc rich urethane corrosion resistant primer, complete in all respects as per design, drawings, specifications and or as per the directions / instructions / satisfaction of the Engineer Incharge. | Sft | 502 | 750 | 376500 |
| 37 | 29 | Providing, making / fabricating, and fixing in position of stainless steel staircase hand-railing made 3-0'' hight of 2" wide double SS patti baluster spaced at appropriate distance, 3/4” ¢ 3 No. horizontal pipes and 2½” ¢ hand railing pipe on top including the cost of fixing these all with stair, providing and fixing of balusters with anchor bolts, welding, grinding, buffering & chrome polishing, and providing of bushes and end caps, complete in all respects as per the directions / instructions / satisfaction of the Engineer Incharge. | Rft | 60 | 2338.9210606522 | 140335.26363913 |
| 38 | 30 | Providing and fixing of 1st quality approved White Marble Stone in different sizes of approved quality, shade/tone, and color fixed in position on ¾” thick CSM (1:3), also filling the joints or leftover voids / spaces, complete in all respects including the cost of grinding, polishing etc. all work done as per the directions / instructions / satisfaction of the Engineer Incharge. | ||||
| 39 | a. 3/4” thick Stone in stairs for placement over tread (sized full / equivalent to tread / stair width). | Sft | 294 | 450 | 132300 | |
| 40 | b. 1/2” thick Stone in stairs for risers (equivalent to riser / stair width). | Sft | 150 | 300 | 45000 | |
| 41 | c. 1/2” thick Stone skirting in Staircase (4” X 12”). | Sft | 150 | 300 | 45000 | |
| 42 | 31 | Supplying and installing European type water closet provided with flushing cistern in single body (One-piece toilet) in approved colour export qualityof approved delux quality made including T- stop Cocks, all fittings, water inlet and outlet connections, jointing and sealing materials (thimbles), stopcocks, original seat cover and all accessories for completion installation as per sample approved by the Engineer Incharge. | Each | 3 | 28910 | 86730 |
| 43 | 32 | Providing & fixing squatting type water closet pan in white vitreous China or Duro Concrete with intergral treads (similar to shank Orissa), approximately 22" X 17.5" in size with white vitreous China or Duro concrete 4" dia trap complete with the cost of 3 gallon low level white vitreous China or Duro concrete cistern with integral Fitting, T- stop Cocks connections etc.of approved delux quality, all done as per Engineer’s satisfaction and approval. | Nos. | 2 | 8529 | 17058 |
| 44 | 33 | Providing and fixing vanity top of size 12'x2', ¾” thick factory grinded and polished best available Ziarat White Marble stone for top and down stand of vanity having minimum 2’-2” width and length as shown on drawings with ½” thick 1:2 cement sand base mortar including 3” thick RCC 1:2:4 slab as shelf with 12” drop pardi and cement sand plaster at bottom of the shelve, including making openings in slab and marble top for vanity, rounding of edges of marble, front aluminium louvered shutter , apoxy jointing and silicon filling at wall and marble slab or fixtures joints etc. complete as per drawings and as per the directions / instructions / satisfaction by the Engineer. | Nos. | 2 | 45000 | 90000 |
| 45 | 34 | Supply and installation of wash hand basin of approved delux quality as approved by the Engineer in approved colour of export quality, including best quality lever type C. P. brass mixer of approved delux quality made for cold and hot water, brackets, T- stop Cocks, inlet and outlet connections, jointing and sealing material, stopcocks, CP bottle trap and CP. Connection pipe set etc. all with complete accessories. | Nos. | 5 | 25272 | 126360 |
| 46 | 35 | Providing & fixing (110 x 75 mm) UPVC floor trap of approved self cleaning design with a strainer, supports approved quality and i.e. making requisite No. of holes in wall plinth and floor for pipe connection and making good with 1:2:4 cement concrete etc. | Nos. | 15 | 17553 | 263295 |
| 47 | 36 | Providing & fixing 24" X 3/4" Dia Chrome Plated Brass towel rail complete with brackets fixed on wooden cleats with 1" long brass screws. . | Nos. | 6 | 1608 | 9648 |
| 48 | 37 | Providing & fixing CP Brass Toilet Paper Holder approved quality etc complete. . | Nos. | 5 | 1883 | 9415 |
| 49 | 38 | Providing & fixing 18" x 24" 5mm thick bevelled edge mirror of belgian glass complete with 1/8" thick hard board and CP screws fixed to wooden cleats. | Each | 7 | 2848 | 19936 |
| 50 | 39 | Providing & fixing 24" X 5" glass shelf of approved delux quality complete in all respect and as approved. | Nos. | 5 | 1907 | 9535 |
| 51 | 40 | Providing & fixing 1/2" dia Chrome Plated brass double bib cocks for Muslim shower of approved delux quality and as per instructions by the Engineer Incharge etc. | Nos. | 5 | 2800 | 14000 |
| 52 | 41 | Providing and fixing approved quality High Pressure Muslim of approved delux quality complete in all respects. | Nos. | 5 | 2500 | 12500 |
| 53 | 42 | Providing & Fixing 6" X 6" Porcelain Gully Trap with 4" outlet complete with 4" thick 1:2:4 cement concrete for bed and curb 1/2" thick, cement plaster 1:3 C.I grating 6" X 6" and C.I cover and frame 12" X 12" (inside) etc complete. | Nos. | 5 | 2800 | 14000 |
| 54 | 43 | Providing & Fixing CP Soap dish of of approved delux quality complete in all respects etc. | Nos. | 7 | 2344 | 16408 |
| 55 | 44 | Providing and fixing PPR cold and hot water pipe, fittings, specials and clamps conforming to DIN 8077/ 8078 etc including fixing cutting and fitting complete with and including the cost of breaking through walls, floor and roof making good etc complete including brass threaded heads for fittings: | ||||
| 56 | a) | 25 mm dia | Rft | 400 | 126.18104236513 | 50472.416946053 |
| 57 | b) | 32 mm dia | Rft | 150 | 181.34715025907 | 27202.07253886 |
| 58 | C) | 40 mm dia | Rft | 300 | 281.6214568729 | 84486.437061871 |
| 59 | (Pipes of Dadex, Firattherm or Reitti Italy shall be used) | |||||
| 60 | 45 | Providing & fixing full way bronze PPRC valves including jointing arrangements with the pipe complete: | ||||
| 61 | a) | 40 mm dia | Nos. | 4 | 1600 | 6400 |
| 62 | b) | 32 mm dia | Nos. | 6 | 1400 | 8400 |
| 63 | c) | 25 mm dia | Nos. | 8 | 1200 | 9600 |
| 64 | 46 | Providing & making Man-hole size 3'-0" X 3’-0" (inside) dimension and specification complete for 4" to 12" dia pipe with 18”x18” RCC cover with double angle iron frames of size 1-1/2” X 1-1/2” X 1/4” and 1-1/4” X 1-1/4” X 3/16” for sanitary manhole in RCC slab 4" thick 1:2:4 and 9" thick 1st Class Burnt brick masonry walls or solid Cement Blocks 8" thick set in 1:3 CSM with 4" thick 1:2:4 in foundation laid over 6” PCC 1:4:8, 1:2:4 in benching and 1/2" thick plaster in 1:3 walls inside including providing & fixing MS bar footrest at every foot of depth, excavation and back filling etc complete in all respects. | ||||
| 65 | a) | Upto 4’ depth from invert to Surface | Nos. | 6 | 25000 | 150000 |
| 66 | b) | Upto 8’ depth from invert to Surface | Nos. | 2 | 35000 | 70000 |
| 67 | 47 | Providing & fixing UPVC Soil, Waste and vent pipies conforming to ISO 3633 type “B” or BS-4514/5255 Class ‘A’ pipes and fittings i.e elbow, bend, Tees, Terminal Guards including the cost of specified adhesive, imported rubber ring etc complete in all respects. | ||||
| 68 | a) | 6" dia | Rft | 150 | 1258.45778726 | 188768.668089 |
| 69 | b) | 4” dia | Rft | 280 | 840.9021639744 | 235452.60591283 |
| 70 | c) | 3” dia | Rft | 290 | 558.36635172204 | 161926.24199939 |
| 71 | d) | 2” dia | Rft | 90 | 316.97653154526 | 28527.887839073 |
| 72 | 48 | Providing & fixing of best quality electric water geyser (canon) or equliant with 36 liter capacity including all accessories complete in all respect complete as instructed by the Engineer Incharge. | Each | 4 | 28586 | 114344 |
| 73 | 49 | Providing & fixing 24” x 18” Porcelain Laboratory Sink complete including the cost of 1½” Dia waste coupling including the cost of providing & fixing ½” dia 3 Lab Sink mixer/ Three way faucet of Master, Asia, Sonex complete in all respect. | Each | 1 | 25000 | 25000 |
| 74 | 50 | One light point, controlled by one swicth, wiring complete with PVC single core cable (pakistan or new ag)2x1.5mm2 in concealed PVC conduit (beta), supply & fixing | Point | 115 | 3534 | 406410 |
| 75 | 51 | One fan point, controlled by one swicth, wiring complete with PVC single core cable (pakistan or new ag)2x1.5mm2 in concealed PVC conduit (beta),supply & fixing | Point | 18 | 3534 | 63612 |
| 76 | 52 | One three pin socket outlet 10Amps point controled by one switch wiring complete with PVC single core cable 2x1.5mm2 in concealed PVC conduit, incl earth wire 1mm2 supply & fixing | Point | 30 | 2198 | 65940 |
| 77 | 53 | One three pin socket outlet 15 Amps point controled by one switch, wiring complete with PVC single core cable 2x2.5mm2 in concealed PVC conduit, incl earth wire 1mm2 supply & fixing | Point | 36 | 2198 | 79128 |
| 78 | 54 | S/F of 6'' dia ceiling / surface LED light 12 watt supply & fixing | Each | 25 | 1600 | 40000 |
| 79 | 55 | S/F Fluorescent light (Phillips) fitting complete with 36 watts LED light holder, encashed in steel green/grey outside complete with plastic cover, supply & fixing | Each | 25 | 2781 | 69525 |
| 80 | 56 | S/F patty fitting complete 4 feet long 18 watt led | Each | 15 | 1843 | 27645 |
| 81 | 57 | S/F Switch SP socket outlet 3 pin, 10 Amps bakelite shuttered pattern complete, | Each | 30 | 750 | 22500 |
| 82 | 58 | S/F Switch SP socket outlet 3 Pin 15 Amps shuttered pattern mounted in bakelite box complete, | Each | 30 | 850 | 25500 |
| 83 | 59 | S/F Switch SP socket outlet 3 Pin 20 Amps shuttered pattern mounted in bakelite box complete, | Each | 15 | 1600 | 24000 |
| 84 | 60 | Switch gang type complete 1 gang | Each | 3 | 590 | 1770 |
| 85 | 2 gang | Each | 2 | 690 | 1380 | |
| 86 | 3 gang | Each | 4 | 753 | 3012 | |
| 87 | 4 gang | Each | 3 | 1003 | 3009 | |
| 88 | 6 gang | Each | 9 | 1300 | 11700 | |
| 89 | 8 gang | Each | 14 | 1550 | 21700 | |
| 90 | 61 | Clamp hook for fan concealed supply & fixing | Each | 19 | 400 | 7600 |
| 91 | 62 | P/F Fan electric with dimmer, blades, conopy and rod incl connections, provn of cable and ceiling rose for fan 140 CM sweep with out (delux model) supply & fixing etc. | Each | 19 | 8366 | 158954 |
| 92 | 63 | P/F flood light led 70 watt complete with fixing arrangement | Each | 3 | 18237 | 54711 |
| 93 | 64 | P/L PVC conduit 50 mm dia, complete with all bend,tees,boxes,saddles etc. concealed wiring.supply & fixing | Metre | 28 | 400 | 11200 |
| 94 | 65 | P/Fixing Exhaust fan 10'' dia plastic body with louvers, blades including connections with 40/76 flexible cable complete as required: | Each | 6 | 7500 | 45000 |
| 95 | 66 | P/Laying 4-Core 50 mm2 PVC insulated PVC sheathed 600 / 1000 volt grade with strained copper conductor UN-armed L.T Cable in 3” dia PVC pipe recessed in wall and ground. Also connected with thimbles etc complete as directed by the Engineer In-charge. | Metre | 80 | 7500 | 600000 |
| 96 | 67 | Supplying, Installation, Testing and Commissioning of following wall mounted MDB made with 16 SWG sheet steel dust proof, weather proof, Vermin proof housing, coated with approved colour having all the necessary switches and protected devices bus bars and moulder circuit breaker, neutral connector, block, earth bar, indicator lights, digital Volt & Amp Meters etc complete and as directed by the Engineer In-charge:- | ||||
| 97 | a) Main TP MCCB 200 Amps low breaking capacity 1 No. | |||||
| 98 | b) Bus bar 200 amps 01 set. | |||||
| 99 | c) MCCB TP (30 Amps) 3 No. | |||||
| 100 | d) MCCB SP (20 amps) 27 No. | |||||
| 101 | e) MCCB SP (10 amps) 21 No. | |||||
| 102 | f) Pilot lamp set 01 No. | |||||
| 103 | Job | 2 | 75000 | 150000 | ||
| 104 | 68 | UTP CAT 6 Cable 305 Meter Roll (3M/ Corning/ or Equivalent) | RM | 350 | 246 | 86100 |
| 105 | 69 | Telephone Cable 4 Core Pure Copper ( Alliance Cable or Equivalent) 90 M | RM | 250 | 83 | 20750 |
| 106 | 70 | Data Point (Including : I/O, Face Plate, etc.) 3M / Corning/ or Equivalent | Nos | 6 | 3500 | 21000 |
| 107 | 71 | Voice Point (Including : I/O, Face Plate, etc.) 3M / Corning/ or Equivalent | Nos. | 6 | 3000 | 18000 |
| 108 | 72 | Duct or Concealed Pipe 40x40 (Adam Jee/ or Equivalent) | Nos. | 25 | 1700 | 42500 |
| 109 | 73 | Duct or Concealed Pipe 25x40 (Adam Jee/ or Equivalent) | Nos. | 25 | 1400 | 35000 |
| 110 | 74 | Patch Panel 24 Port Including I/O 3M / Corning/ or Equivalent | No. | 1 | 40000 | 40000 |
| 111 | 75 | Patch Cord 3 Meter (3M / Corning/ or Equivalent) | Nos. | 6 | 2000 | 12000 |
| 112 | 76 | Patch Cord 1 Meter (3M / Corning/ or Equivalent) | Nos. | 6 | 1500 | 9000 |
| 113 | 77 | Data Switch 24 Ports, All Gig (Cisco/ or Equivalent) | Nos. | 1 | 100000 | 100000 |
| 114 | 78 | Cabinet 6 U Rack Wall Mounted | Nos. | 1 | 25000 | 25000 |
| 115 | 79 | Telephone Exchange along with Telephone sets ( Alcatel/Panasonic or equivalent) with the following minimum specification:2 x Trunk Lines, 08 x extension lines, 06 x CLI Telephone sets | Set | 1 | 350000 | 350000 |
| 116 | 80 | Excavation of foundation trenches in all kind of soil dry or wet or rock and boulder and back filling the excavated stuff in 6” layers inside foundation or depressions and besides retaining wall and under floor or where ever required within site of work including breaking of clods leveling, dressing compacting etc complete i.e. all type of soil.(for kerb stone) | Cft | 950 | 23.159682899207 | 22001.698754247 |
| 117 | 81 | Providing & laying lean concrete PCC under Kerb Stones using ¾” graded course aggregate complete including form-work leveling, consolidating, curing etc. complete. (1: 4 : 8) | Cft | 350 | 485.90033975085 | 170065.1189128 |
| 118 | 82 | Providing& filling and compacting earth brought from outside area in layers including the cost of watering ramming and compaction with mechanical means complete to achieve at least 95% modified ASSHTO dry density. | Cft | 6120 | 25 | 153000 |
| 119 | 83 | Providing/Laying PCC 1:2:4 pre cast Kerb Stone 16” high 12” long and 6” (avg) thick including the cost of fixing with 1:2 cement sand mortar at joints and making proper shape groove complete in all respect. | Rft | 350 | 450 | 157500 |
| 120 | 84 | Providing & Laying lean concrete PCC 3” thick using ¾” graded course aggregate complete including form-work leveling, consolidating, curing etc. complete.a) 1: 4 : 8 (under pavement) | Cft | 765 | 485.90033975085 | 371713.7599094 |
| 121 | 85 | Providing fixing and laying of tough pavers of 60 mm thickness in approved shape and design having minimum compressive strength of 7000 psi over an appropriate thick sand cushion (Properly compacted and 100% dense) in approved design (85 to 90% grey and 10 to 15% red) made by Izhar, Envicrete, Tough pavers, Grandworks or Hub Crete will only be used. | Sft | 3060 | 150 | 459000 |
| 122 | 86 | Providing, & fixing RCC pipes and collars of class A and fixing in trench including cutting fitting in trench and jointing with maxphalt composition and cement mortar (1:1) and including excavation and back filling etc complete in all respects.a) 9'' dia | Rft | 450 | 600 | 270000 |
| 123 | 87 | Providing & making Man-hole size 3'-0" X 3’-0" (inside) dimension and specification complete for 4" to 12" dia pipe with 18”x18” RCC cover with double angle iron frames of size 1-1/2” X 1-1/2” X 1/4” and 1-1/4” X 1-1/4” X 3/16” for sanitary manhole in RCC slab 4" thick 1:2:4 and 9" thick 1st Class Burnt brick masonry walls or solid Cement Blocks 8" thick set in 1:3 CSM with 4" thick 1:2:4 in foundation laid over 6” PCC 1:4:8, 1:2:4 in benching and 1/2" thick plaster in 1:3 walls inside including providing & fixing MS bar footrest at every foot of depth, excavation and back filling etc complete in all respects. | ||||
| 124 | a) Upto 4’ depth from invert to Surface | No | 8 | 15000 | 120000 | |
| 125 | b) Upto 8’ depth from invert to Surface | No | 2 | 25000 | 50000 | |
| 126 | 88 | Construction of Septic Tank of iternal size 16 X 4’ and 5’ deep below pipe invert level. The cost will include excavation, PCC (1:4:8) in bed, 9” thick Brick masonry outer walls, and pre-cast slabs in 4” thickness and baffle walls 4” thick. The main reinforcement will consist of ½” dia M.S bars at 6” c/c and 3/8” dia distribution bars at 10” c/c. The walls will be plastered with ½ ” thick cement sand plaster in 1: 3 CSM and bed to be of 2” thick PCC 1:2:4 finished smooth. The cost also includes Spun CI pipe with bend as vent pipe. | No | 1 | 150000 | 150000 |
| 127 | 89 | Providing and fixing 8’ dia soakage pit 10’ deep below pipe invert level including excavation, 9” thick dry brick masonry in circular shape up to pipe level and above masonry will be made in 1:4 CSM up to ground level including 6” thick RCC 1:2:4 slab. The cost also includes reinforcement of slab, 1 No RCC cover of size 18" X 18" with 1¼" X 1¼" angle iron internal frame and 1½" X 1½" angle iron external frame. The cavity between excavation and wall will be filled with 1½” brick ballast. | No | 1 | 110000 | 110000 |
| 128 | 90 | Scraping, removal and disposal of 12" thick average layer of top soil in areas designated on the drawing for construction or as instrcuted by the Engineer Incharge. | sft | 858 | 20 | 17160 |
| 129 | 91 | Excavation in foundation trenches in all kind of soil dry or wet or boulders and back filling the excavated stuff in 6” layers inside foundation or depressions and under floor or where ever required within site of work including breaking of clods leveling. dressing compacting complete in all respect. | Cft. | 429.1 | 36.098 | 15489.6518 |
| 130 | 92 | Providing and laying P.C.C 1:4:8 in foundation or where required with ¾” thick down graded approved crushed stone aggregates and sand including machine mixing, placing, compacting, curing complete as per drawings, specifications and as directed by the Engineer Incharge. | Cft. | 74.625 | 485.9 | 36260.2875 |
| 131 | 93 | Providing and laying of RCC having a minimum of 28 days cylindrical crushing strength of 3000 psi (1:2:4) RCC to be poured in columns. The RCC work also includes placing of formwork (having straight unbroken joints) and its removal, also machine mixing, leveling, rodding, compacting and or vibrating, and curing etc. but excluding the cost of steel reinforcement. All done completely as per design, drawings and specifications and or as per the directions / instructions / satisfaction of the Engineer Incharge. | ||||
| 132 | i. Footings / Foundation (3000 psi) | Cft | 40.5 | 698.86 | 28303.83 | |
| 133 | ii. Columns upto Plinth Level (Pedestals) (3000 psi) | Cft | 13.5 | 698.86 | 9434.61 | |
| 134 | iii. Plinth Beams (3000 psi) | Cft | 83.625 | 894.13 | 74771.62125 | |
| 135 | iv. Columns in Super-Structure (3000 psi) | Cft | 43 | 915.34 | 39359.62 | |
| 136 | v. Beams and Lintels (3000 psi) | Cft | 84.19 | 915.34 | 77062.4746 | |
| 137 | vi. Roof Slab (3000 psi) | Cft | 352 | 894.13 | 314733.76 | |
| 138 | vii. Parapet Walls (3000 Psi) | Cft | 35 | 894.13 | 31294.55 | |
| 139 | 94 | P/ fixing mild steel reinforcement having minimum yield strength of 60,000 PSI including cost of straightening, cleaning, bending, binding, wastage, steel chairs, placing in position at any height and floor and 16 SWG binding wire, complete as per drawings, specifications and as per directions of the Engineer Incharge. | Kg | 1860.918 | 354 | 658764.972 |
| 140 | 95 | Providing & laying first class brick masonry of approved quality in foundation , laid and jointed with cement sand mortar1:6, masonry to be laid in courses true to line, level and plumb, protected and properly cured.All work to be completed as per drawings and specifications, including providing and fixing specified anchorage with concrete members as shown on drawings and as directed by the engineer: | Cft. | 258.75 | 692.29 | 179130.0375 |
| 141 | 96 | Providing & laying 2” thick Damp Proof Course at plinth using cement concrete 1:2:4 using ½” down gauge graded aggregate mixed with required quantity of water proofing agent per bag of cement including, providing and applying 2 coats of bitumen in thick layer on PCC surface before masonry including leveling, compacting, finishing smooth, with steel trowel, curing, form-work and its removal etc. complete as per drawing, specifications and as directed by the Engineer Incharge. | Sft. | 82 | 171.56 | 14067.92 |
| 142 | 97 | Providing & laying of approved first class brick work in masonry for super-structure rising to any height and any floor, laid and bonded in with machine mixed (1:4) cement and Fine sand mortar. Masonry is to be done and laid in courses true to line, level, and plumb, properly cured including scaffolding and providing deep joints for renderings. The masonry also includes drilling into concrete members like columns & beams and then providing and fixing of 18" long, 2 X 3/8" ¢ steel bar anchorages with epoxy, also providing and embedding of wall ties (1/4" Dia MS bars) in courses at 3' ¢ spacing. All work to be completed as per drawings and specifications, and or as per the directions / instructions / satisfaction of the Engineer Incharge. | Cft | 905 | 587.51 | 531696.55 |
| 143 | 98 | Providing & applying 3/4" thick plaster of 1:4 cement sand mortar on External and Internal surface at any floor or any height using fine sand including all bends corners, recess including scaffolding and providing 8” wide wire mesh of 17 SWG 3/4”x3/4” size fixed with G.I. staples on masonry/ concrete joints. All plaster to be finished smooth with steel trowel in true level, line and plumb and properly cured complete in all respect. | Sft. | 3080 | 73.88 | 227550.4 |
| 144 | 99 | Providing & applying 3 coats of Vinyle Emulsion (ICI, Dulux or Berger Robbaliac internal walls, including preparation of surface filling etc. complete as per satisfaction of the Engineer Incharge. | Sft | 2050 | 59.57 | 122118.5 |
| 145 | 100 | Providing and applying three coats of (Berger, ICI) Weather Shield / Weather Protection paint to plastered or concrete surfaces in approved shade and color including primer of approved make, finished smoothly, complete with rubbing, sand papering, cleaning and making the surface smooth before applying primer coat etc, all complete as per specifications and as per the directions / instructions / satisfaction of the Engineer Incharge. | Sft | 1130 | 57.89 | 65415.7 |
| 146 | 101 | Supplying and filling of earth below plinth level, in depressions, beneath / under the floor or wheresoever required with a soil obtained from an approved source and conforming to the General Specifications, including any and all leads, lifts, spreading, breaking of clods / lumps, watering, ramming and compacting using appropriate mehcanical effort (i.e. roller or vibrator), thus achieving at least 90% modified AASHTO density on dry side of compaction curve, complete in all respects as per specifications and or as per the directions / instructions / satisfaction of the Engineer Incharge. | Cft. | 1028 | 11.32 | 11636.96 |
| 147 | 102 | Providing and laying PCC 1:4:8 under floor or where required with approved quality ¾” thick down graded approved crushed stone aggregates and sand including machine mixing, placing, levelling, compacting, curing and side stops as per drawings, specifications and as directed by the Engineer. | Cft. | 233 | 437.28 | 101886.24 |
| 148 | 103 | P/laying PCC 1:2:4 in panels with 1-1/2"x1/2" marble dividing strip not less then 16 sft i/c finishing curing levelling complete in all respect. | Sft. | 792 | 250 | 198000 |
| 149 | 104 | Providing & laying average 2” thick PCC 1:2:4 roof screeding in single layer having slope towards roof drains by making panels including curing, steel float finished and making 6” x 6” PCC Kent (Gola) at all horizontal and vertical intersections of the roof/pararpet walls etc complete as directed by the Engineer. | Sft. | 819.4956 | 40.26 | 32992.892856 |
| 150 | 105 | Providing and fixing Openable/Fixed MS Ventilators made of appropriate size of MS 18swg tube including 5mm thick clear glass and three coat of Enemal paint etc complete. | Sft. | 18 | 1400 | 25200 |
| 151 | 106 | Providing and fixing MS open able doors.Shutter frame made of 1.5"x1.5"x3/16"angle iron,1.5"x1/8" flat iron bracing,16swg MS sheet and 2"x2"x3/16" angle iron Door frame including Locking arrangement and three coats of Enemal paint etc complete. | Sft. | 108 | 1500 | 162000 |
| 152 | 107 | Providing & fixing of 4” dia uPVC pipe class D for rain water down spout including the cost of Elbow(s), Clamps,etc. complete in all respects as per specifications and as per the directions and satisfaction of the Engineer Incharge. | Rft | 30 | 800 | 24000 |
| 153 | a) | Wiring for Light / Fan Point with 2 x 1.5 + 1.5 mm2 as ECC single core PVC insulated wire copper conductor laid in 20 mm dia conduit recessed in the wall column roof etc. One Light Point Controlled with one switch. Also Providing / Fixing switch 5 A, controlled panel and PVC pipe as required as per specifications. | No | 10 | 4000 | 40000 |
| 154 | b) | Circuit wiring from DB to switch board with 2 x 2.5 mm2 + 1 x 1.5 mm2 PVC insulated single core copper conductor (Pakistan Cable, Newage, Fast) laid in 20 mm dia conduit recessed in the wall column roof etcetc complete. | No | 2 | 6000 | 12000 |
| 155 | c) | Wiring for Power Plug (Twin) wiring with 2 x 4 mm2+ 1 x 2.5 mm2 single core PVC insulated wire in PVC20 mm dia conduit surface recessed including connections etc complete with all accessories as directed by the Engineer In-charge. | ||||
| 156 | i) DB to Out Let | No | 2 | 5000 | 10000 | |
| 157 | d) | Prividing and fixing 15 watt LED bulbs with Holder of good quality and two years warrenty etc complete | No | 8 | 1100 | 8800 |
| 158 | e) | Providing and installing 56" size ceiling fan of Royal or Equivalent complete. | No | 2 | 14000 | 28000 |
| 159 | f) | Main Distribution Board (MDB): | ||||
| 160 | Supplying, Installation, Testing and Commissioning of following wall mounted MDB made with 16 SWG sheet steel dust proof, weather proof, Vermin proof housing, coated with approved colour having all the necessary switches and protected devices bus bars and moulder circuit breaker, neutral connector, block, earth bar, indicator lights, digital Volt & Amp Meters etc complete and as directed by the Engineer In-charge:- | Job | 1 | 22000 | 22000 | |
| 161 | IN-COMING: | |||||
| 162 | 1 x 60 Amp TP MCCB 1 CU 25 KA | |||||
| 163 | OUT GOING: | |||||
| 164 | 2 x 20 Amp SP MCB | |||||
| 165 | 2x 10 Amp SP MCB | |||||
| 166 | 108 | Excavation in foundation trenches in all kind of soils (dry, wet, saturated, rocky etc). Back filling of same in 6” layers inside foundation trenches or depressions, besides retaining wall(s), beneath floor surface or wheresoever required within the worksite including breaking of clods, leveling, dressing & recompacting of the same, complete in all respects as per specifications and or per the directions / instructions / satisfaction of the Engineer Incharge. | Cft | 2783 | 23.159682899207 | 64453.397508494 |
| 167 | 109 | Providing and laying of Plain Cement Concrete containing uniformly graded approved quality ¾” crushed Stone aggregate, and sand including machine mixing, placing, compacting, curing and side stops as per drawings, specifications and or as per the directions / instructions / satisfaction of the Engineer Incharge.a. P.C.C (1:4:8) under Foundations (4" thick) | Cft | 287 | 485.90033975085 | 139453.39750849 |
| 168 | 110 | Providing & laying first class brick masonry in foundations using approved quality of bricks, laid and jointed with cement and sand machine mixed mortar (1:6), masonry to be laid in courses true to line, level and plumb, protected and properly cured and providing deep joints to receive rendering. All work to be completed as per drawings and specifications, including providing and fixing specified anchorage with concrete members as shown on drawings and as directed by the engineer: | Cft | 1236 | 692.29898074745 | 855681.54020385 |
| 169 | 111 | Providing & laying approved first class brick masonry in super structure walls at any height and any floor, laid and jointed with cement and sand machine mixed mortar (1:4), masonry to be laid in courses true to line, level and plumb, protected and properly cured including scaffolding and providing deep joints to receive rendering. All work to be completed as per drawings and specifications, including providing and fixing specified anchorage with concrete members as shown on drawings and as directed by the engineer. | Cft | 1755 | 694.73386183465 | 1219257.9275198 |
| 170 | 112 | Providing and applying three coats of (Berger, ICI) Weather Shield / Weather Protection paint to plastered or concrete surfaces in approved shade and colour including primer of approved make, finished smoothly, complete with rubbing, sand papering, cleaning and making the surface smooth before applying primer coat etc, all complete as per specifications and as per the directions / instructions / satisfaction of the Engineer Incharge. | Sft | 4920 | 40.706319702602 | 200275.0929368 |
| 171 | 113 | Providing & applying of Cement Sand plaster at any floor or any height using fine Fine Sand preferably machine mixed plaster-mix, including all bends, corners, jambs, recess, including scuffolding, and hacking of concrete surfaces, racking the masonry joints, and providing and fixing of GI 8" wide (50 mm X 50 mm) expanded metal mesh of 14 SWG ixed with G.I. staples on masonry / concrete joints. All plaster to be finished smooth with steel float in true level, line, and plumb; and properly cured, complete in all respects as per drawings, specifications and as per the directions / instructions / satisfaction of the Engineer Incharge. | Sft | 5244 | 91.449814126394 | 479562.82527881 |
| 172 | 114 | Providing & fixing Main Gate using 2” x 2” x ¼” double angle outer frame and welding 1” x 1” x 16 gauge M.S. pipe at 6” clear space both way making 6” x 6” square holes including the cost of roller and angle made track. Also handles, aldraz, holdfast and 3 coats of enamel paint after application of red oxide complete in all respect including covering the gate with 20 gauge M.S. sheet complete in all respect as per drawing, specifications and as directed by the Engineer Incharge. | Sft | 107 | 1400 | 149800 |
| 173 | 115 | Providing and laying of RCC having a minimum of 28 days cylindrical crushing strength of 3000 psi (1:2:4) and for RCC to be poured in columns. The RCC work also includes placing of formwork (having straight unbroken joints) and its removal, also machine mixing, leveling, rodding, compacting and or vibrating, and curing etc. but excluding the cost of steel reinforcement. All done completely as per design, drawings and specifications and or as per the directions / instructions / satisfaction of the Engineer Incharge. | ||||
| 174 | i. Footings / Foundation/columns upto plinth | Cft | 237 | 698.86749716874 | 165631.59682899 | |
| 175 | iii.Columns upto Plinth (3000 psi) | Cft | 75 | 698.86749716874 | 52415.062287656 | |
| 176 | iii. Columns in Super-Structure (GF and above), Beams and Lintels (3000 psi) (3000 psi) | Cft | 212 | 915.34541336353 | 194053.22763307 | |
| 177 | 116 | Providing and fixing of deformed steel reinforcement bars having a minimum yield strength of 60,000 psi and ultimate tensile strength of 90,000 psi (with a minimum elongation of 10% at least) all conforming to ASTM A615, also including the cost of cleaning, straightening, bending, fixing, binding (using 16 SWG steel binding wire), overlaps (whether shown or not shown in drawings), wastage, steel bar chairs, and placing the same in position at any height and floor, complete in all respects as per drawings, specifications and as per the directions / instructions / satisfaction of the Engineer Incharge. | Kg | 1663 | 364 | 605332 |
| 178 | 117 | Providing & laying 2” thick PCC coping of 1:2:4 over brick masonry including the cost of fair face formwork in proper shape using ½” and down gauge local crushed aggregate including the cost of finishing the edges and top with ½” thick cement sand mortar of 1:4 including curing etc. complete | Sft | 205 | 120 | 24600 |
| 179 | 118 | Providing & laying 2” thick Damp Proof Course at plinth using cement concrete 1:2:4 using ½” down gauge graded aggregate mixed with required quantity of water proofing agent per bag of cement including, providing and applying 2 coats of bitumen in thick layer on PCC surface before masonry including leveling, compacting, finishing smooth, with steel trowel, curing, form-work and its removal etc. complete as per drawing, specifications and as directed by the Engineer Incharge | Sft | 437 | 171.56133828996 | 74972.304832714 |
| 180 | 119 | Providing / Fixing angle iron size 1-1/2” x 1-1/2” x 1/4” including handling, straightening, cutting, bending, welding & fixing at top of the existing angle posts including three coats of enamel paint on angle iron ,for fence including one coat of red oxide paint etc complete. | Kg | 250 | 350 | 87500 |
| 181 | 120 | Providing,making and fixing GI 08 No. wire woven mesh @ 2"x2" both ways and welding with angle iron as well as tied by G.I wire 14 No at top and bottom throughoutto firmly tie the mesh with posts etc complete in all respect including finishing welding spots with aluminium colour paint. | Rft | 390 | 120 | 46800 |
| 182 | 121 | Excavation for foundations, trenches in all kinds of soil dry or wet or rock and boulders and back filling the excavated stuff in 6” layers inside foundation or depressions and under floor or where ever required within site of work including breaking of clods leveling, dressing compacting etc complete including all type of soil. | Cft | 23.63 | 23.159682899207 | 547.26330690827 |
| 183 | 122 | Providing and laying plain lean concrete 1:4:8 in foundations, under floors or where required with approved quality ¾” thick down graded approved crushed stone aggregates and sand including machine mixing, placing, compacting, curing and side stops as per drawings, specifications and as directed by the Engineer. | Cft | 3.38 | 485.90033975085 | 1642.3431483579 |
| 184 | 123 | Providing, mixing & placing, compacting, vibrating and curing 1:2:4 cement concrete in footing, using ¾” and down gauge approved crushed aggregate and Sand and curing for at least seven days at any height, finishing the top surface of concrete with steel trowel in proper levels and further as instructed by the Engineer Incharge. | Cft | 20.25 | 350 | 7087.5 |
| 185 | 124 | Providing and fixing 3" dia 14 SWG, M.S Pipe Posts including 6"x 6" MS plate on Top and hold fast at bottom, three coats of enemal paint over one coat of anti rust paint etc complete in all respect. | Sft | 90 | 550 | 49500 |
| 186 | 125 | Providing and fixing Steel purlins made of 1-1/2" x 1-1/2" M.S Pipe, 16 SWG including cutting, welding and three coats of enemal paint over one coat of anti rust paint as per drawing complete in all respect. | Rft | 183 | 350 | 64050 |
| 187 | 126 | Providing and fixing Steel Pipe made of 3/4" x 3/4" M.S Pipe, 16 SWG including cutting, welding and three coats of enemal paint over one coat of anti rust paint as per drawing complete in all respect. | Rft | 280 | 300 | 84000 |
| 188 | 127 | Providing and fixing 24 Gauge corrugated galvanised steel sheets, fixed with Trusses/purlins with one and a half corrugation side laps and 150 mm end laps fixed with 'U' bolts 10 mm dia, fibre and galvanised curved or limpet washers not exceeding 15"c/c. Work also includes 1-1/2" x 1/4" MS flat wind ties at all purlins complete in all respect as per drawing and as directed by the Engineer Incharge. | Sft | 286 | 350 | 100100 |
| 189 | 128 | Providing and fixing 24 Gauge galvanised steel sheets, fixed with M.S Pipes, three coats of enamel paint including a primer coat complete in all respect as per drawing and as directed by the Engineer Incharge. | Sft | 560 | 400 | 224000 |
| 190 | 129 | Providing, filling, placing, and compacting locally acquired sand beneath / under floors, sides of trenches or wheresorequired in layers not exceeding 4” thickness, including watering, leveling and dressing etc. complete in all respects and or as per satisfaction of the Engineer Incharge. | Cft | 143 | 45 | 6435 |
| 191 | 130 | Providing and laying P.C.C 1:4:8 in floor or where required with ¾” thick down graded approved crushed stone aggregates and sand including machine mixing, placing, compacting, curing complete as per drawings, specifications and as directed by the Engineer Incharge. | Cft | 94.38 | 485.90033975085 | 45859.274065685 |
| 192 | 131 | Providing and laying 3" thick PCC 1:2:4 in panels with 1-1/2"x3/8" marble dividing strip not exceeding 16 sft i/c levelling, finishing, curing complete in all respect. | Sft | 286 | 250 | 71500 |
| 193 | 132 | Excavation for foundations, trenches in all kinds of soil dry or wet or rock and boulders and back filling the excavated stuff in 6” layers inside foundation or depressions and besides walls and or where ever required within site of work including breaking of clods leveling, dressing compacting etc complete including disposal of surplus soil out side as directed by the Engineer Incharge. | Cft | 1658 | 23.159682899207 | 38398.754246886 |
| 194 | 133 | Providing and laying plain lean concrete 1:4:8 in foundations, under floors or where required with approved quality ¾” thick down graded margalla crushed stone aggregates and Lawrencepur sand including machine mixing, placing, compacting, curing and side stops as per drawings, specifications and as directed by the Engineer. | Cft | 73 | 485.90033975085 | 35470.724801812 |
| 195 | 134 | Providing and laying machine mixed RCC 1:2:4 having minimum 28 days cube crushing strength of 3000 psi including formwork and its removal, having straight unbroken joints, compacting, leveling, rodding, vibrating and curing, etc. complete as per design and drawings and structural specifications but excluding the cost of steel reinforcement: | ||||
| 196 | A) | Wall footing | Cft | 134 | 698.86749716874 | 93648.244620612 |
| 197 | B) | Walls 8" Thick | Cft | 274 | 915.34541336353 | 250804.64326161 |
| 198 | C) | Roof Slab | Cft | 64 | 894.13929784824 | 57224.915062288 |
| 199 | 135 | Providing and fixing mild steel reinforcement bars having minimum yield strength 60,000 PSI including cost of straightening, cleaning, bending, binding, wastage, cement concrete and steel bar chairs and placing in position at any height and floor and binding wire, complete as per drawings, specifications and as per directions of the Engineer Incharge. | Kg | 1713 | 364 | 623532 |
| 200 | 136 | Providing & applying 5/8” thick Mosaic dado (1:2) with grey cement over Cement sand plaster (1:4) on internal surfaces using fine Lawrencepur sand, including all bends corners, recess including scaffolding and hacking the concrete surfaces, racking the masonry joints. All plaster to be finished smooth with steel float in true level, line and plumb and properly cured, complete as per drawings, specifications and as directed by the Engineer. | sft | 416 | 180 | 74880 |
| 201 | 137 | Providing & applying 3/4” thick Cement sand plaster (1:4) on internal surfaces using fine Lawrencepur sand, including all bends corners, recess including scaffolding and hacking the concrete surfaces, racking the masonry joints. All plaster to be finished smooth with steel float in true level, line and plumb and properly cured, complete as per drawings, specifications and as directed by the Engineer. | Sft | 743 | 91.449814126394 | 67947.211895911 |
| 202 | 138 | Providing and Fixing Upvc water stopper 8" wide complete in all respect. | Rft | 75.36 | 350 | 26376 |
| 203 | 139 | Providing and fixing of 2' x 2' CI Man hole cover with frame complete in all respects. | No | 2 | 20000 | 40000 |
| 204 | 140 | Providing , laying & jointing of 4” dia, 12 Bar u-PVC High Pressure Pipes of Dadex, Beta or Shyvel make including all fittings, fixtures etc. excavation upto 4’ depth, back filling and making connections with tube well or where ever required complete in all respect. | Rft | 150 | 800 | 120000 |
| 205 | 141 | Providing, welding & fixing of best quality M.S. Sluice valves 4” dia HE China make with M.S or PVC flange complete in all respect. | No | 2 | 20000 | 40000 |
| 206 | 142 | Providing and Installing water pump with motor 5 HP including 90 mm suction pipe with float valve including making foundation etc complete in all respect. | No | 2 | 50000 | 100000 |
| 207 | 143 | Providing and fixing PPR cold and hot water pipe, fittings, specials and clamps conforming to DIN 8077/ 8078 etc including fixing cutting and fitting complete with and including the cost of breaking through walls, floor and roof making good etc complete including brass threaded heads for fittings: | ||||
| 208 | a) 63 mm dia | ft | 35 | 800 | 28000 | |
| 209 | b) 50 mm dia | ft | 150 | 600 | 90000 | |
| 210 | 144 | Providing & fixing full way bronze PPRC valves including jointing arrangements with the pipe complete: | ||||
| 211 | a) 63 mm dia | Nos. | 1 | 2903.62 | 2903.62 | |
| 212 | b) 50 mm dia | Nos. | 3 | 2000 | 6000 | |
| 213 | Total | |||||
| GRAND TOTAL: | Rs 47,514,463.00 |
Construction of Lab/Office, Store, Garage and Boundary wall at FSC&RD Loralai Balochistan
Construction of Lab/Office, Store, Garage and Boundary wall at FSC&RD Loralai Balochistan
For Individual Jobs
| # | Job Title | Quantity | Unit Price (PKR) | Total Price (PKR) | Delivery Location | Delivery Period / Year | Country of Origin |
|---|---|---|---|---|---|---|---|
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| 2 |
| # | Lot Title | Total Lot Price (PKR) | Country of Origin |
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| 1 | [Lot 1 Title] |
Red Book:
© FIDIC 2017. All rights reserved.
The Conditions of Contract are the “General Conditions” which form part of the “Conditions of Contract for Construction for Building and Engineering Works Designed by the Employer (“Red book”) Second edition 2017” published by the Federation Internationale Des Ingenieurs – Conseils (FIDIC) and the following “Particular Conditions” which shall complement the General Conditions of the Contract.
The successful Bidder, upon contract award, shall be required to furnish two (02) copies of aforementioned “General Conditions” for incorporation in the Works Contract.
International Federation of Consulting Engineers (FIDIC) FIDIC
Bookshop – Box- 311 – CH – 1215 Geneva 15, Switzerland
Fax: +41 22 799 49 054
Telephone: +41 22 568 0500
E-mail: fidic@fidic.org
Website: www.fidic.org
FIDIC code: ISBN13: 978-2-88432-084-9
Particular Conditions
(Mandatory Provisions not to be amended/substituted)
The Particular Conditions (PCC) complement the General Conditions (GCC) to specify dates, contractual requirements, and special circumstances related to the Works. The PCC consists of two parts, Part A - Contract Data and Part B - Special Provisions. The provisions to be found in the Special Provisions (Particular Conditions - Part B) take precedence over the equivalent provisions found under the same Sub-Clause number(s) in the General Conditions, and the provisions of the Contract Data (Particular Conditions - Part A) take precedence over the Special Provisions (Particular Conditions - Part B).
Sub-Clause 1.1.27
Defects Notification Period (DNP): 364 Days
Sub-Clause 1.1.31
Employer's name & address: Directorate of Works and Services (Pakistan Agriculture Research Council (PARC)), Technical Coordinator Room # 9, Ground Floor, Plot # 20, Attaturk Avenue, Sector G-5/1., Islamabad Capital Territory
Sub-Clause 1.1.35
Engineer's name & address: Engr Kamran Qadir Khanzada
Directorate Of Works & Services PARC Plot#20 G-5/1 Islamabad
Sub-Clause 1.1.84
Time for Completion: 180 days for whole of the works
Sub-Clause 1.3 (a)(ii)
Agreed method of electronic transmission: Agreed
The Electronic Transmission Methods are E-PAD V 2.0
Sub-Clause 1.3 (d)
Address of Empoyer for Communications: Room # 9, Ground Floor, Plot # 20, Attaturk Avenue, Sector G-5/1., Islamabad Capital Territory
Address of Engineer for Communications:
Directorate Of Works & Services PARC Plot#20 G-5/1 Islamabad
Sub-Clause 1.4
Contract shall be governed by the law of: Islamic Republic of Pakistan
Ruling language: English
Language for communications: English
Sub-Clause 2.1
After receiving the Letter of Acceptance, the Contractor shall be given right of access to all or part of the Site within: 20 days after Commencement Date
Sub-Clause 2.4
Employer’s financial arrangements:
PSDP Project titled "Establishment Of Seed Certification Laboratory in Khuzdar,Turbat & Loralai for the CFY 2026-27"
Sub-Clause 3.2 (e)(ii)
Engineer’s Duties and Authority: Variation resulting in an increase of the Accepted Contract Amount in excess ofone percent (1%)subject to accumulative Variations not exceeding five percent (5%)of the Accepted Contract Amount
Sub-Clause 4.2
Performance Security (as percentage of the Accepted Contract Amount in Currencies): 3.00%
Form of Performance Guarantee: Pay Order, Call at Deposit, Bank Guarantee
Sub-Clause 4.2.1
List of Insurance Companies:
All AA+ insurance companies except EFU.
Sub-Clause 4.7.2
period for notification of errors in the items of reference: Twenty Eight (28) days
Sub-Clause 4.19
Period of payment for temporary utilities: Each Month
Sub-Clause 5.1 (a)
Maximum allowable accumulated value of work subcontracted (as a percentage of the Accepted Contract Amount): Nil %
Sub-Clause 5.1 (b)
Parts of the Works for which subcontracting is not permitted: Nil
Sub-Clause 6.5
Normal working hours on the Site: 8
Sub-Clause 8.3
Number of additional paper copies of programmes: 1
Sub-Clause 8.8 & 14.15(b)
Delay Damages payable for each day of delay 0.01% of the Accepted Contract Amountfor delay in completion of whole of the Works
Sub-Clause 8.8
Maximum amount of Delay Damages 10.00 % of the Accepted Contract Amount
Sub-Clause 8.14
Applicability of Incentives for Early Completion No
Sub-Clause 12.3
Percentage profit (Not more than 10%): Nil
Sub-Clause 13.4.(b)(ii)
Percentage rate to be applied to Provisional Sums for overhead charges and profit: Twenty Five percent (25%)
Sub-Clause 14.2
Total Advance Payment: Fifteen percent (15%) of the Accepted Contract Amount excluding Provisional Sums payable in the currencies and proportions in which the Accepted Contract Amount is payable
Sub-Clause 14.2.1
Advance Payment Insurance Not Allowed
Sub-Clause 14.2.3
Percentage deductions for the repayment of the Advance Payment: Deduction shall be made at the amortization rate of 17.5 % of the value of the Works executed of each IPC as provided in paragraph (i) of Sub-Clause GCC 14.3, starting from 2nd IPC provided that the advance payment shall be completely repaid prior to the time when 90% of the Accepted Contract Amount less Provisional Sums has been certified for payment. It may be more than 17.5% in the last instalment to ensure full repayment.
Sub-Clause 14.3
Period of payment One Month
Sub-Clause 14.3(b)
Number of additional paper copies of Statements: 1
Sub-Clause 14.3 (iii)
Percentage of retention: Seven percent (7%)
Sub-Clause 14.3 (iii)
Limit of Retention Money (as a percentage of the Accepted Contract Amount): Five percent (5%)
Sub-Clause 14.5(b)(i)
Plant and Materials for payment when shipped: Plant and Materials under Bill of “Imported Plant and Materials”
Sub-Clause 14.5(c)(i)
Plant and Materials for payment when delivered to the Site: Plant and Non Perishable Materials
Sub-Clause 14.6.2
Minimum amount of Interim Payment Certificate (IPC): Yes
The Minimum Amount IPC is 3.00 MILLION
[Employer to give value not exceeding one fifth of the average expected value of Interim Payment Certificate]
Sub-Clause 14.7(a)
Period of payment of Advance Payment to the Contractor: 14 days
Sub-Clause 14.7b(i)
Period for the Employer to make interim payments to the Contractor under Sub-Clause 14.6: 30 days
Sub-Clause 14.7b(ii)
Period for the Employer to make interim payments to the Contractor under Sub-Clause 14.13 (Final Payment): 42 days
Sub-Clause 14.7(c)
Period for the Employer to make final payment to the Contractor: 42 days
Sub-Clause 14.8
Financing charges for delayed payment Local Currency (PKR):
6-Month KIBOR (Offer) +3% per annum.
Foreign Currency:
USD
6-Month SOFR (Secured Overnight Financing Rate for USD) +1% per annum.
EURO
6-Month EURIBOR (EURO Interbank Offered Rate for EURO) +1% per annum.
Others
Appropriate rates +1% (for other foreign currencies, Ref. Schedule-A, A-4 to Bid).
Sub-Clause 14.11.1(b)
Number of additional paper copies of draft Final Statements: 1
[insert number of copies say six (06)]
Sub-Clause 14.15
Currencies of payment of Contract Price: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)
Sub-Clause 14.15(a)(i)
Proportions or amounts of Local and Foreign currencies: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)
Sub-Clause 14.15(c)
Currencies and proportions for payment of Delay Damages: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)
Sub-Clause 14.15(f)
rates of exchange: as stated in the Table IV of Schedule A (If Given)
Sub-Clause 17.2(d)
Forces of nature, the risks of which are allocated to the Contractor: Nil
Sub-Clause 19.1
Permitted deductible limits:
i) insurance required for the Works: Ten percent (10%) of loss amount on each & every loss
ii) insurance required for Goods: Nil
iii) insurance required for liability for breach of professional duty: Nil
iv) insurance required against liability for fitness for purpose (if any is required): Nil
v) insurance required for injury to persons and damage to property: Nil
vi) insurance required for injury to employees: Nil
vii) other insurances required by Laws and by local practice : Nil
Periods for submission of insurance:
a) evidence of insurance: Not later than the Commencement Date
b) relevant policies: Within twenty eight (28) day from the Commencement Date
Sub-Clause 19.2.1(b)
Additional amount to be insured (as a percentage of the replacement value): 15% of the replacement value (Accepted Contract Amount)
Sub-Clause 19.2.2
Extent of insurance required for Goods: From Ex-Works (i.e., works, factory, warehouse, etc) to delivery at the Site
Amount of insurance required for Goods: Full replacement value
Sub-Clause 19.2.3(a)
Amount of insurance required for liability for breach of professional duty: Full replacement value of the Works to be designed by the Contractor
Sub-Clause 19.2.3(b)
Insurance required against liability for fitness for purpose: Yes
Sub-Clause 19.2.3
Period of insurance required for liability for breach of professional duty: Until the date of issuance of Performance Certificate
Sub-Clause 19.2.4
Amount of insurance required for injury to persons and damage to property: Injury to person and Fatal case:
in accordance with Workmen Compensation Act
Damage to Property: The Amount of Insurance Required for Person Injury is 0
The Amount of Insurance Required for Damage to Property is 0 as per his assessment of the adjoining property(ies) other than the Works]
without limit to the number of incidents
Sub-Clause 19.2.6
Other insurances required by Laws and by local practice: All insurances as applicable, to the extent of execution of the project, under Federal and Provincial laws of Islamic Republic of Pakistan
Sub-Clause 21.1
Time for appointment of the DAAB: Within 28 days from the Commencement Date.
In case the Accepted Contract Amount is lesser than PKR one (01) billion, appointment of the DAAB shall be made when Dispute arises between the Parties.
Sub-Clause 21.1
The DAAB shall comprise 1
[insert either “a sole Member” or “Three Members”]
[For a Contract estimated to cost above PKR 2.5billion, the DAAB shall comprise of three members. For a Contract estimated to cost between PKR1billion and PKR2.5billion, the DAAB may comprise of three members or a sole member. For a Contract estimated to cost less than PKR1billion, a sole member is recommended.]
Sub-Clause 21.1
List of proposed members of DAAB
- proposed by Employer
0
Sub-Clause 21.2
Appointing entity (official) for DAAB members Managing Director Public Procurement Regulatory Authority (PPRA) or Chairman Pakistan Engineering Council (PEC) from the list of PEC approved arbitrators published at its website
Sub-Clause 21.6
Rules of Arbitration: PEC Rules of Conciliation and Arbitration or Pakistan Arbitration Act of 1940, if the former is inactive.
The place of Arbitration shall be in the Employer’s country: Islamabad
[Insert name of city]
PartB - Special Provisions
1.1 Definitions
1.1.76 “Specification”
Following is added at the end:
“and consists of two parts i.e.,
i) “Part A - Specific Provisions”; and
ii) “Part B - Technical Provisions”.”
1.2 Interpretation
“and” is deleted from the end of sub-paragraph (i) and added at the end of sub-paragraph (j).
Sub-paragraph (k) is added:
“(k) The word “tender” is synonymous with “bid” the word tenderer with “bidder”, the words “tender documents” with “bidding documents” and “Schedule of Prices” with “Bill of Quantities”, as applicable.”
1.5 Priority of Documents The documents listed at (a) through (k) of this Sub-Clause are deleted and substituted with the following:
(a) the Contract Agreement;
(b) the Letter of Acceptance;
(c) the Letter of Bid;
(d) the Particular Conditions Part A - Contract Data;
(e) the Particular Conditions Part B - SpecialProvisions;
(f) the General Conditions;
(g) the Specification Part A - SpecificProvisions;
(h) the Specification Part B- Technical Provisions;
(i) the Drawings;
(j) the completed Schedules to Bid includingBillof Quantities;
(k) the JV Undertaking (if the Contractor is a JV); and
(l) any other documents forming part of the Contract.
The addenda/corrigenda, if any, shall be deemed to have been incorporated at the appropriate places in the documents forming the Contract.
1.6 Contract Agreement
In the last line of the 1st paragraph the text “shall be borne by the Employer” is substituted by “shall be reimbursed by the Employer to the Contractor”.
3.1 The Engineer
In sub-paragraph (a) the text “as defined in the Pakistan Engineering Council Act, 1975 (Act No.V of 1976)” are added after the words “professional engineer”.
3.2 Engineer’s Duties and Authority
The Engineer shall obtain the consent in writing of the Employer before taking action under the following Sub-Clauses of these Conditions:
(a) Consenting to the subcontracting of any part of the Works under Sub-Clause 5.1 [Subcontractors]
(b) Any action under Sub-Clauses 8.9 [Employer’s Suspension] and 8.12 [Prolonged Suspension]
(c) Issuance of “Taking Over Certificate” under Sub-Clause 10.1 [Taking Over the Works and Sections].
(d) Issuing the “Performance Certificate” under Sub-Clause 11.9 [Performance Certificate].
(e) Sub-Clause 13.1 [Right to Vary]: instructing a Variation, except;
(i) in an emergency situation as determined by the Engineer, or
(ii) if such a Variation would increase the Accepted Contract Amount by less than the percentage specified in the Contract Data.
(f) Sub-Clause 13.3 [Variation Procedure]: approving a proposal for Variation submitted by the Contractor in accordance with Sub-Clause 13.3.2 [Variation by Request for Proposal] or 13.2 [Value Engineering].
(g) Certifying release of second half of the Retention Money under Sub-Clause 14.9 [Release of Retention Money].
(h) Issuing Final Payment Certificate under Sub-Clause 14.13 [Issue of FPC].
(i)
*[insert Sub-Clause number (not Sub-Clause 3.7 [Agreement or Determination]
Any such requirement shall not be applied to any action by the Engineer under Sub-Clause 3.7 [Agreement or Determination], as stated in Sub-Clause 3.2 [Engineer’s Duties and Authority] of the General Conditions.
Notwithstanding the obligation, as set out above, to obtain approval, if, in the opinion of the Engineer, an emergency occurs affecting the safety of life or of the Works or of adjoining property, he may, without relieving the Contractor of any of his duties and responsibility under the Contract, instruct the Contractor to execute all such work or to do all such things as may, in the opinion of the Engineer, be necessary to abate or reduce the risk. The Contractor shall forthwith comply, despite the absence of approval of the Employer, with any such instruction of the Engineer. The Engineer shall determine an addition to the Contract Price, in respect of such instruction, in accordance with Clause 13 and shall notify the Contractor accordingly, with a copy to the Employer.
Following is added after the words “the Employer’s consent is required” in 4th paragraph:
“stating that the Employer’s consent has been obtained for that specified authority”
4.2 Performance Security
4.2.1 Contractor’s Obligations
The entity issuing the Performance Security and its form shall be as under:
The Performance Security shall be, at the option of the Contractor,issuedin the prescribed form included in the Bidding Documents,by(a) a Scheduled Bank in Pakistan or (b) a foreign bank duly counter-guaranteed by a Scheduled Bank in Pakistan or (c)an Insurance Companylisted in the Contract Data and rated by PACRA/VIS ofratingas provided in Table below:
Accepted Contract Amount (In Eq. PKR million) Minimum Rating of Insurance Companies
Up to 1000 A (+)
1001 to no limit AA
In case of Joint Venture, the Performance Security shall be in the name of the Joint Venture or in the name of Lead/either firm of the JV or in ratio of shares of the individual JV partners.
Following paragraph is added at the end of this Sub-Clause:
“The amount of Performance Security shall be reducedto 50%following issue of the Taking-Over Certificate for the whole of the Works under Clause 10 of Conditions of Contract.”
4.3 Contractor’s Representative
In second paragraphthe text “professional engineer as defined in the Pakistan Engineering Council Act, 1975 (Act No. V of 1976) (having temporary licence in case of foreign engineer under Section 12 of the Pakistan Engineering Council Act, 1975 (Act No. V of 1976)” are added after the words “qualified, experienced”.
In the 3rd paragraph the words “28 days” are substituted by “14 days”. In 2nd line of 4thparagraph the text “or appoint a replacement” is substituted by “except appointment of a suitable temporary replacement is deployed at the Site”
4.4 Contractor’s Documents
4.4.2 As-Built Records
First paragraph is deleted and the text in the last paragraph is substituted with the following:
“The Contractor shall furnish to the Engineer 6 copies, one reproducible and one electronic copy(provided the Engineer has made available to the Contractor editable form of the Drawings)of all Drawings amended to conform to the Works as built.In case the Engineer does not make available to the Contractor editable form of the Drawings, the Contractor shall furnish to the Engineer as-built data for incorporation in the Drawings. Upon receipt of PDF versions of the as-built drawings prepared by the Engineer, the Contractor shall furnish to the Engineer 6copies and one reproducible of these Drawings.
The price of such Drawings shall be deemed to be included in the Contract Price.”
Following Sub-Clause is added:
4.4.4 ShopDrawings
The Contractor shall submit to the Engineer for review 3 copies of all shop and erection drawings applicable to this Contract as per provision of relevant Sub-Clause of the Contract.
Review and approval by the Engineer shall not exceed 21 days and be construed as a complete check but will indicate only that the general method of construction and detailing is satisfactory and the Engineer’s review or approval shall not relieve the Contractor of any of his responsibilities under the Contract.
4.8 Health and Safety Obligations
The following text is added at the end ofthis Sub-Clause:
In the event of work being carried out outside the normal working hours and in the event of work being carried out at night, the Contractor shall at his own cost, provide and maintain such good and sufficient light as will enable the work to proceed satisfactorily and without danger. The approaches to the Site and the Works where the night work is being carried out shall be sufficiently lighted. All arrangement adopted for such lighting shall be to the satisfaction of the Engineer.
4.20 Progress Reports
At the end of sub-paragraph (g) the word “and” is deleted and at the end of sub-paragraph (h) the full stop (.) is replaced with “;”, and the following new sub-paragraphs are added as:
(i) planned programme for the execution of the Works for next 56 days to enable the Engineer to determine its programme of inspection and testing;
(j) monthly summery of daily job record indicating weather conditions, deployment of Contractor’s Equipment, labour employment, local material procurement and material import, if any; and
(k) salient contractual and project information.
5.1 Subcontractors
Add the following text at the end of paragraph (ii):
“underSchedule to Bid”
The following is added at the end of the last paragraph of Sub-Clause 5.1:
“All subcontracts relating to the Works shall include provisions which entitle the Employer to require the subcontract to be assigned to the Employer under sub-paragraph (a) of Sub-Clause 15.2.3 [After Termination].
The Contractor shall give reasonable opportunity to contractors from Islamic Republic of Pakistan for subcontracts for the Works, and endeavour to employ such contractors as Subcontractors.”
5.2 Nominated Subcontractors
5.2.2 Objection to Nomination
In sub-paragraph (c), “and” is deleted from the end of (i);
“.” at the end of (ii) is replaced with: “, and”.
The following is then added as (iii):
“(iii) be paid only if and when the Contractor has received from the Employer payments for sums due under the Subcontract referred to under Sub-Clause 5.2.3 [Payment to nominated Subcontractors].”
6.1 Engagement of Staff and Labour
The following paragraph is added at the end of the Sub-Clause:
“The Contractor shall, to the extent practicable and reasonable, employ staff (not less than 50%) and labour (not less than 85%) with appropriate qualifications and experience from sources within the Islamic Republic of Pakistan.”
6.7 Health and Safety of Personnel
The existing text is substituted with the following:
“In order to provide for the safety, health and welfare of persons, and for prevention of damage of any kind, all operations for the purposes of or in connection with the Contract shall be carried out in compliance with the Safety Requirements of the Government of Pakistan with such modifications thereto as the Engineer may authorize or direct and the Contractor shall take or cause to be taken such further measures and comply with such further requirements as the Engineer may determine to be reasonably necessary for such purpose. The Contractor shall also provide all other medical services and appoint a health and safety officer at Site if stated in the Specifications. In case of any fatality or serious accident, the Contractor shall, in addition, notify the Engineer immediately by the quickest available means.”
6.8 Contractor’s Superintendence
Insert at the end of sub-paragraph (a) of this Sub-Clause:
"or, if not, the Contractor shall make competent interpreters available during all working hours, in a number sufficient for those persons to properly perform their superintendence duties"
The following text is added at the end of this Sub-Clause:
“The Contractor’s authorized representative and his other engineers working at site shall possess valid registration with the Pakistan Engineering Council.
The Contractor’s authorized representative at Site shall be authorized to exercise adequate administrative and financial powers on behalf of the Contractor so as to achieve completion of the Works as per the Contract.”
6.12 Key Personnel
The following is inserted at the end of the last paragraph:
“If any of the Key Personnel are not fluent in this language, the Contractor shall make competent interpreters available during all working hours in a number deemed sufficient by the Engineer.”
The following Sub-Clauses 6.13 to 6.26 are added at the end of Sub-Clause 6.12:
6.13 Foreign Personnel
The Contractor may bring in to the Country any foreign personnel who are necessary for the execution of the Works to the extent allowed by the applicable Laws. The Contractor shall ensure that these personnel are provided with the required residence visas and work permits. The Employer will, if requested by the Contractor, use all reasonable endeavours in a timely and expeditious manner to assist the Contractor in obtaining any local, state, national, or government permission required for bringing in the Contractor’s personnel.
The Contractor shall be responsible for the return of these personnel to the place where they were recruited or to their domicile. In the event of the death in the Country of any of these personnel or members of their families, the Contractor shall similarly be responsible for making the appropriate arrangements for their return or burial.
6.14 Supply of Foodstuffs
The Contractor shall arrange for the provision of a sufficient supply of suitable food as may be stated in the Specification at reasonable prices for the Contractor’s Personnel for the purposes of or in connection with the Contract.
6.15 Supply of Water
The Contractor shall, having regard to local conditions, provide on the Site an adequate supply of drinking and other water for the use of the Contractor’s Personnel.
6.16 Measures against Insect and Pest Nuisance
The Contractor shall at all times take the necessary precautions to protect the Contractor’s Personnel employed on the Site from insect and pest nuisance, and to reduce the danger to their health. The Contractor shall comply with all the regulations of the local health authorities, including use of appropriate insecticide.
6.17 Alcoholic Liquor or Drugs
The Contractor shall not, otherwise than in accordance with the Laws of the Country, import, sell, give, barter or otherwise dispose of any alcoholic liquor or drugs, or permit or allow importation, sale, gift, barter or disposal thereto by Contractor’s Personnel.
6.18 Arms and Ammunition
The Contractor shall not give, barter, or otherwise dispose of, to any person, any arms or ammunition of any kind, or allow Contractor’s Personnel to do so.
6.19 Festivals and Religious Customs
The Contractor shall respect the Country’s recognized festivals, days of rest and religious or other customs.
6.20 Funeral Arrangements
The Contractor shall be responsible, to the extent required by local regulations, for making any funeral arrangements for any of its local employees who may die while engaged upon the Works.
6.21 Forced Labour
The Contractor, including its Subcontractors, shall not employ or engage forced labour which consists of any work or service, not voluntarily performed, that is exacted from an individual under threat of force or penalty, and includes any kind of involuntary or compulsory labour, such as indentured labour, bonded labour or similar labour-contracting arrangements.
6.22 Child Labour
The Contractor, including its Subcontractors, shall not employ or engage child labour in accordance with relevant law(s) in force in Islamic Republic of Pakistan.
6.23 Employment Records of Workers
The Contractor shall keep complete and accurate records of the employment of labour at the Site. The records shall include the names, ages, genders, hours worked and wages paid to all workers. These records shall be summarized on a monthly basis and submitted to the Engineer. These records shall be included in the details to be submitted by the Contractor under Sub-Clause 6.10 [Contractor’s Records].
6.24 Workers’ Organizations
The Contractor shall comply with the relevant labour laws of Pakistan which recognize workers’ rights to form and to join workers’ organizations/Trade Union of their choosing and to bargain collectively without interference.
6.25 Non-Discrimination and Equal Opportunity
The Contractor shall not make decisions relating to the employment or treatment of Contractor’s Personnel on the basis of personal characteristics unrelated to inherent job requirements. The Contractor shall base the employment of Contractor’s Personnel on the principle of equal opportunity and fair treatment, and shall not discriminate with respect to any aspects of the employment relationship, including recruitment and hiring, compensation (including wages and benefits), working conditions and terms of employment, access to training, job assignment, promotion, termination of employment or retirement, and disciplinary practices.
Special measures of protection or assistance to remedy past discrimination or selection for a particular job based on the inherent requirements of the job shall not be deemed discrimination. The Contractor shall provide protection and assistance as necessary to ensure nondiscrimination and equal opportunity, including for specific groups such as women, persons with disabilities, migrant workers and children (of working age in accordance with Sub-Clause 6.22).
6.26 Epidemics
In the event of any out-break of illness of epidemic nature, the Contractor shall comply with and carry out such regulations, orders and requirements as may be made by the Government or the local medical or sanitary authorities for the purpose of overcoming the same.
7.7 Ownership of Plant and Materials
The following is added before the first paragraph:
“Except as otherwise provided in the Contract,”
The following is added at the end of the Sub-Clause:
"No Plant and/or Materials that is the property of the Employer shallbe removed from the Site. If it becomes necessary to:
(i) remove any item of such Plant from the Site for the purposesof repair, the Contractor shall give a Notice, with reasons, tothe Engineer requesting consent to remove the defective ordamaged item off the Site. This Notice shall clearly identifythe item of defective or damaged Plant, and shall give detailsof: the defect or damage to be repaired; the place to whichdefective or damaged item of Plant is to be taken for repair;the transportation to be used (and insurance cover for suchtransportation); the proposed inspections and testing off theSite; and the planned duration required before the repaireditem of Plant shall be returned to the Site. The Contractorshall also provide any further details that the Employer mayreasonably require; or
(ii) replace any item(s) of such Plant and/or Materials, theContractor shall give a Notice, with reasons, to the Engineerclearly identifying the item(s) of Plant and/or Materials to bereplaced, and giving details of the due date of delivery tothe Site of the replacement item(s).
Where any item of Plant and/or Materials has become the propertyof the Employer under this Sub-Clause before it has been deliveredto the Site, the Contractor shall ensure that such an item is notmoved except for its delivery to the Site.
The Contractor shall indemnify and hold the Employer harmlessagainst and from the consequences of any defect in title orencumbrance or charge (except any reasonable restrictionarising from the intellectual property rights of the manufacturer orproducer) on any item of Plant and/or Materials that has becomethe property of the Employer under this Sub-Clause."
The following Sub-Clause7.9 is added after Sub Clause 7.8:
7.9 Use of Pakistani Materials and Services
The Contractor shall, so far as may be consistent with the Contract, make the maximum use of materials, supplies, plant and equipment indigenous to or produced or fabricated in Pakistan and services available in Pakistan provided such materials, supplies, plant, equipment and services shall be of required standard.
8.1 Commencement of Works
The following is added before the first paragraph:
“After signing of the Contract Agreement by both Parties,” and thereafter the word “The” is replaced with the word “the”.
8.5 Extension of Time for Completion
The following is added after paragraph (c):
“for last five years”.
The following Sub-Clause 8.14 is added after Sub-Clause 8.13:
8.14 Incentives For Early Completion
If Contract Data does not state applicability of incentives for early completion, this Sub-Clause shall not apply.
The Contractor shall be entitled subject to Sub-Clause 20.2 [Claims for Payment and/or EOT] to bonus payment if the Works and/or each Section is completed earlier than the Time for Completion for the Works or Section (as the case may be). The amount of bonus for early completion of the Works and/or each Section shall be upto a limit and at a rate to 50% of the relevant limit and rate of delay damages prescribed in Contract Data and shall be paid for every day which shall elapse between the relevant Date of Completion of the Works or Section and the relevant Time for Completion.
For the purposes of calculating any bonus payment, the applicableTime for Completion stated in the Contract Data is fixed and noadjustments of this time by reason of granting an EOT will beallowed.
The following Sub-Clause 11.12 is added after Sub-Clause 11.11:
11.12 Supervisory Assistance During DNP
If provided under the Schedule of Prices, the Contractor shall provide supervisory assistance to the Employer during the DNP for the Works. Such supervisory assistance shall be as described in the Specification for the purpose of supporting the Employer's operation and maintenance of the Plant for the period specified in the Schedule of Prices after the Date of Completion.
12.2 Method of Measurement
The following paragraph is added at the end of the Sub-Clause:
“Summary of measured quantity for payment shall be delineated item-wise under four headsnamely; “Schedule of Prices Quantity”, “Quantity Executed To-date”, “Quantity Certified Previously” and “Net Quantity Executed under this Certificate”.
12.3 Valuation of the Works
The following text is added at the end of fifth paragraph of the Sub-Clause:
“Sum of overhead charges and profit for sub-paragraph (a) shall be Twenty Five percent (25%)”.
13.4 Provisional Sums
The following paragraph is inserted as the penultimate paragraph:
“The Provisional Sum shall be used to cover the Employer’s share of the DAAB members’ fees and expenses, in accordance with Clause 21. No prior instruction of the Engineer shall be required with respect to the work of the DAAB. The Contractor shall submit the DAAB members’ invoices and the satisfactory evidence of having paid 100% of such invoices as part of the substantiation of those Statements submitted under Sub-Clause 14.3.
13.6 Adjustments for Changes in Laws
The following paragraphsare added at the end of the Sub-Clause:
“Notwithstanding the foregoing, the Contractor shall not be entitled to an extension of time if the relevant delay has already been taken into account in the determination of a previous extension of time and such Cost shall not be separately paid if the same shall already have been taken into account in the indexing of any inputs to the Table of Adjustment Data in accordance with the provisions of Sub-Clause 13.7 [Adjustments for Changes in Cost].”
14.1 The Contract Price
The following is added at the end of the Sub-Clause:
“Notwithstanding the provisions of subparagraph (b), Contractor's Equipment, including essential spare parts, imported by the Contractor for the sole purpose of executing the Contract shall be temporarily exempt from the payment of import duties and taxes upon initial importation, provided the Contractor shall post with the customs authorities at the port of entry an approved re-export bond or bank guarantee, valid until the Time for Completion plus six months, in an amount equal to the full import duties and taxes which would be payable on the assessed imported value of such Contractor's Equipment and spare parts, and callable in the event the Contractor's Equipment is not re-exported from the Country on completion of the Contract. A copy of the bond or bank guarantee endorsed by the customs authorities shall be provided by the Contractor to the Employer upon the importation of individual items of Contractor's Equipment and spare parts. Upon re-export of individual items of Contractor's Equipment or spare parts, or upon the completion of the Contract, the Contractor shall prepare, for approval by the customs authorities, an assessment of the residual value of the Contractor's Equipment and spare part to be re-exported, based on the depreciation scale(s) and other criteria used by the customs authorities for such purposes under the provisions of the applicable Laws. Import duties and taxes shall be due and payable to the customs authorities by the Contractor on (a) the difference between the initial imported value and the residual value of the Contractor's Equipment and spare parts to re-exported; and (b) on the initial imported value of the Contractor's Equipment and spare parts remaining in the Country after completion of the Contract. Upon payment of such dues within 28 days of being invoiced, the bond or bank guarantee shall be reduced or released accordingly; otherwise the security shall be called in the full amount remaining.”
[The Employer may change or delete this Sub-Clause as per Project requirements]
14.2 Advance Payment
14.2.1 Advance Payment Guarantee
The entity issuing the Advance PaymentGuaranteeand its form shall be as under:
The Advance PaymentGuarantee shall be in the form of Guarantee issued by (a) a Scheduled Bank in Pakistan or (b) a foreign bank duly counter-guaranteed by a Scheduled Bank in Pakistanor (c)an Insurance Companylisted in the Contract Data and rated by PACRA/VIS ofrating as provided in Table below:
Accepted Contract Amount (In Eq. million PKR) Minimum Rating of Insurance Companies
Up to 1000 A (+)
1001 to no limit AA
In case of Joint Venture, the Advance PaymentGuarantee(s)shall be in the name of the Joint Venture or in the name of Lead/either firm of the JV or in ratio of shares of the individual JV partners.
14.6 Issue of IPC
14.6.1 The IPC
In the first line of the 1st paragraph the words “28 days” are substituted by “14 days”.
14.7 Payment
The words “or through crossed cheque in favour of the Contractor or JV partners. The Payment to JV partners shall be made at the request of the Joint Ventures in the ratio of their shares specified by them” are added at the end of the Sub-Clause.
14.8 Delayed Payment
In the first paragraph, third line, the words “compounded monthly” are deleted.
The text of 2nd paragraph is deleted and substituted with the following:
“The Employer shall pay to the Contractor compensation at the rate stated in the Contract Data.”
14.9 Release of Retention Money
The following is added at the end of Sub-Clause 14.9:
“Unless otherwise stated in the Contract, when the Taking-Over Certificate has been issued for the Works and the first half of the Retention Money has been certified for payment by the Engineer, the Contractor shall be entitled to substitute a guarantee, in the form annexed to the Particular Conditions or in another form approved by the Employer and issued by a schedule bank selected by the Contractor, for the second half of the Retention Money. The Contractor shall ensure that the guarantee is in the amounts and currencies of the second half of the Retention Money and is valid and enforceable until the Contractor has executed and completed the Works and remedied any defects, as specified for the Performance Security. On receipt by the Employer of the required guarantee, the Engineer shall certify, and the Employer shall pay the second half of the Retention Money. The release of the second half of the Retention Money against a guarantee shall then be in lieu of the release after the latest of the expiry dates of the Defects Notification Periods. The Employer shall return the guarantee to the Contractor within 21 days after receiving a copy of the Performance Certificate.
If the Performance Security required under Sub-Clause 4.2 is in the form of a demand guarantee, and the amount guaranteed under them when the Taking-Over Certificate is issued is more than half of the Retention Money, then the Retention Money guarantee will not be required. If the amount guaranteed under the Performance Security when the Taking-Over Certificate is issued is less than half of the Retention Money, the Retention Money guarantee will only be required for the difference between half of the Retention Money and the amount guaranteed under the Performance Security.
15.2 Termination for Contractor’s Default
15.2.1 Notice
Following text is added at the end of sub-paragraph (h) of this Sub-Clause:
“For the purposes of this Contract, corrupt and fraudulent practices have been defined in Public Procurement Rules 2004.”
15.2.3 After Termination
The word “and” at the end of sub-paragraph (ii) of paragraph (b) is deleted the following paragraph is added after sub-paragraph (iii):
“(iv) all Employer-Supplied Materials and/or Employer's Equipment madeavailable to the Contractor in accordance with Sub-Clause 2.6 [Employer-Supplied Materials and Employer's Equipment], and”
15.4 Payment after Termination
The following text is added at the end of this Sub-Clause:
“The Employer shall be entitled to sell any of the Contractor’s Equipment, Temporary Works and unused materials and apply the proceeds of sale towards payment of any debt due from the Contractor to the Employer under this Clause including any outstanding payments to the Subcontractors.
16.2 Termination by Contractor
16.2.1 Notice
The sub-paragraph (j) is deleted in its entirety.
At the end of sub-paragraph (i) “; or” is replaced with “.” and at the end of sub-paragraph (h) “;” is replaced with “; or”.
In sub-paragraph (f) “84 days” are replaced with “180 days” and text “for reasons not attributable to the Contractor” is added at the end.
16.3 Contractor’s Obligations After Termination
Sub-paragraph (c) is deleted and replaced with:
"(c) deliver to the Engineer all Employer-Supplied Materials and/orEmployer's Equipment made available to the Contractor in accordance with Sub-Clause 2.6 [Employer-Supplied Materials and Employer’s Equipment]; and
(d) remove all other Goods from the Site, except as necessary for safety,and leave the Site."
17.1 Responsibility for Care of the Works
After the two instances of “Goods” in the last paragraph, the words “Employer-Supplied Materials and/orEmployer's Equipment” are added.
The following Sub-Clause 17.7 is added after Sub-Clause 17.6:
17.7 Use of Employer’s Accommodation/Facilities
The Contractor shall take full responsibility for the care of the items of the Employer’s facilities and/or accommodation, if any, as detailed in the Specification, from the date of use and/or occupation by the Contractor until the date on which such use and/or occupation is re-vested in the Employer.
If any loss or damage happens to any of the above items during a time while the Contractor is responsible for its care, arising from any cause other than a cause for which the Employer is responsible or liable, the Contractor shall promptly rectify the loss or damage at the Contractor’s risk and cost.
18.1 Exceptional Events
The words “or disorder” are replaced with “disorder or sabotage” in sub-paragraph (c) of the Clause.
18.4 Consequences of an Exceptional Event
The following is added at the end of sub-paragraph (b) after deleting the “.”:
“, including the costs of rectifying or replacing the Works and/or Goods damaged or destroyed by Exceptional Events, to the extent they are not indemnified through the insurance policy referred to in Sub-Clause 19.2 [Insurance to be provided by the Contractor].”
18.5 Optional Termination
In sub-paragraph (c), the words “and necessarily” areadded after the words “was reasonably”.
19.1 General Requirements
Following text is added at the end of first paragraph:
“The Contractor shall immediately after the date of the Letter of Acceptance submit the draft of insurance policies for the Employer’s consent.”
Following text is added at the end of third paragraph:
“The Contractor shall, within the respective periods stated in the Contract Data submit to the Engineer and the Employer a) evidence that the insurances described in this Clause have been effected, and b) copies of policies of the insurances described in Sub-Clauses 19.2.1, 19.2.4 and 19.2.5.”
19.2 Insurance to be provided by the Contractor
19.2.5 Injury to employees
The words “sickness, disease” are deleted in the third line of first paragraph.
The following Sub-Clause is added after Sub-Clause 19.2.6:
19.2.7 Insurance Company
“The Contractor shall be obliged to place all insurances described in this Clause with insurers listed in the Contract Data and rated byPACRA/VISofrating as provided in Table below:
Accepted Contract Amount (In Eq. million PKR) Minimum Rating of Insurance Companies
Up to 1000 A (+)
1001 to no limit AA
21.6 Arbitration
The word “international” is deleted in the sixth line of first paragraph. The text of sub-paragraph (a) is substituted with the following:
“the Dispute shall be finally settled under the Rules of Arbitration, specified in the Contract Data;”
The following Clauses are added after Clause 21
22 Custom Duty
[Employer may incorporate provisions where applicable. However, in order to make the bid more balanced, the payment of Customs Duties should be the responsibility of the Employer.]
23 Taxes
The Contractor, Subcontractors and their employees shall be liable to pay income tax, withholding tax, super tax and other taxes on income arising out of the Contract. The rates and prices as stated in the contract shall be deemed to cover all such taxes.
24 Integrity Part
If it is found and established at any stage that the Contractor or any of his Subcontractors, agents or servants have violated or involved in violation of the Integrity Pact signed by the Contractor then the Employer shall be entitled to :
(a) recover from the Contractor an amount equivalent to ten times the sum of any commission, gratification, bribe, finder’s fee or kickback given by the Contractor or any of his Subcontractors, agent or servants;
(b) terminate the Contract; and
(c) recover from the Contractor any loss or damage to the Employer as a result of such termination or of any other corrupt business practices of the Contractor or any of his Subcontractors, agent or servants.
The termination under sub-paragraph(b) of this Sub-Clause shall proceed in the manner prescribed under Sub-Clause 15.1 to 15.4 and the payment under Sub-Clause 15.4 shall be made after having deducted the amounts due to the Employer under sub-paragraph(a) and (c) of this Sub-Clause.
Appendix General Conditions of Dispute Avoidance/Adjudication Agreement
12 Disputes Under DAAB Agreement
In the first paragraph, third, fourth and fifth line, the text “under the Rules of Arbitration of the International Chamber of Commerce 2017……………shall apply” is substituted with “under the Arbitration Act 1940 by sole arbitrator appointed by the Managing Director Public Procurement Regulatory Authority or Chairman Pakistan Engineering Council.”
Date:
No.:
Alternative No.: P187407
To: Directorate of Works and Services (Pakistan Agriculture Research Council (PARC)), Technical Coordinator Room # 9, Ground Floor, Plot # 20, Attaturk Avenue, Sector G-5/1., Islamabad Capital Territory
We, the undersigned, declare that:
We understand that, according to your conditions, Bids must be supported by a Bid-Securing Declaration.
We accept that we will be blacklisted and henceforth cross debarred for participating in respective category of public procurement proceedings for a period of (not more than) six months, if fail to abide with a bid securing declaration, however without indulging in corrupt and fraudulent practices, if we are in breach of our obligation(s) under the Bid conditions, because we:
(a) have withdrawn our Bid during the period of Bid validity specified in the Letter of Bid; or
(b) having been notified of the acceptance of our Bid by the Procuring agency/Employer during the period of Bid validity, (i) fail or refuse to sign the Contract; or (ii) fail or refuse to furnish the Performance Security (or guarantee), if required, in accordance with the ITB.
We understand this Bid Securing Declaration shall expire if we are not the successful Bidder, upon the earlier of (i) our receipt of your notification to us of the name of the successful Bidder; or (ii) twenty-eight days after the expiration of our Bid.
Name of the Bidder*
Name of the person duly authorized to sign the Bid on behalf of the Bidder** _______
Title of the person signing the Bid ______________________
Signature of the person named above ______________________
Date signed ________________________________ day of ___________________, _____
*: In the case of the Bid submitted by joint venture specify the name of the Joint Venture as Bidder
**: Person signing the Bid shall have the power of attorney given by the Bidder attached to the Bid
[Note: In case of a Joint Venture, the Bid-Securing Declaration must be in the name of all members to the Joint Venture that submits the Bid.]
THIS CONTRACT AGREEMENT (hereinafter called the “Agreement”) made on the _________ day of __________ (month) 20_____ between Directorate of Works and Services (Pakistan Agriculture Research Council (PARC)), Technical Coordinator Room # 9, Ground Floor, Plot # 20, Attaturk Avenue, Sector G-5/1., Islamabad Capital Territory (hereinafter called the “Employer”) of the one part and __________________________________________________ (hereinafter called the “Contractor”) of the other part.
WHEREAS the Employer is desirous that certain Works, viz., Construction of Lab/Office, Store, Garage and Boundary wall at FSC&RD Loralai Balochistan (P187407) should be executed by the Contractor and has accepted a Bid by the Contractor for the execution and completion of such Works and the remedying of any defects therein.
NOW this Agreement witnessed as follows:
1. In this Agreement words and expressions shall have the same meanings as are respectively assigned to them in the Conditions of Contract hereinafter referred to.
2. The following documents, in the order of priority, after incorporating addenda, if any, except those parts relating to Instructions to Bidders shall be deemed to form and be read and construed as part of this Agreement:
a) This Contract Agreement;
b) The Letter of Acceptance;
c) The Letter of Bid;
d) The Particular Conditions Part A - Contract Data;
e) The Particular Conditions Part B - SpecialProvisions;
f) The General Conditions;
g) The Specifications Part A - SpecificProvisions;
h) The Specifications Part B- Technical Provisions;
i) The Drawings;
j) The Completed Schedules to Bid including Schedule of Prices;
k) the JV Undertaking (if the Contractor is a JV); and
l) [Employer to insert any other documents forming part of the Contract]
The addenda/corrigenda,if any, (Excluding part relating to Instructions to Bidders alongwith Bidding Data) shall be deemed to have been incorporated at the appropriate places in the “Documents forming the Contract”.
3. In consideration of the payments to be made by the Employer to the Contractor as hereinafter mentioned, the Contractor hereby covenants with the Employer to execute and complete the Works and remedy defects therein in conformity and in all respects with the provisions of the Contract.
4. The Employer hereby covenants to pay the Contractor, in consideration of the execution and completion of the Works as per provisions of the Contract, the Contract Price or such other sum as may become payable under the provisions of the Contract at the times and in the manner prescribed by the Contract.
IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed on the day, month and year first before written in accordance with their respective laws.
Signature of the Contactor Signature of Employer
(Seal) (Seal)
Signed, Sealed and Delivered in the presence of:
Witness Witness
(Name, Title and Address) (Name, Title and Address)
[All italicised text and any text within square brackets (except sub-clause headings) in this form of agreement is for use in preparing the form and should be deleted from the final product].
Name and details of the Contract Construction of Lab/Office, Store, Garage and Boundary wall at FSC&RD Loralai Balochistan
______________________________________________________________________________
This Agreement made the ______day of ______ [month], _____ [year], between
Name and contact details of the Employer Directorate of Works and Services (Pakistan Agriculture Research Council (PARC)), Technical Coordinator
Room # 9, Ground Floor, Plot # 20, Attaturk Avenue, Sector G-5/1., Islamabad Capital Territory
+92-344-629-0510
works@parc.gov.pk
Name and contact details of the Contractor _____________________________________ (name)
____________________________________ (address)
__________________________________ (telephone)
___________________(email / other contact details);
Name and contact details of the DAAB Member _____________________________________ (name)
____________________________________ (address)
__________________________________ (telephone)
___________________(email / other contact details);
Whereas:
A. the Employer and the Contractor have entered (or intend to enter) into the Contract;
B. under the Contract, the “DAAB” or “Dispute Avoidance/Adjudication Board” means the sole member or three members (as stated in the Contract Data of the Contract) so named in the Contract, or appointed under Sub-Clause 21.1 [Constitution of the DAAB] or Sub-Clause 21.2 [Failure to Appoint DAAB Members] of the Conditions of Contract;
C. the Employer and the Contractor desire jointly to appoint the above-named DAAB Member to act on the DAAB as:
a. the sole member of the DAAB, and where this is the case, all references to the “Other Members” do not apply; or
b. one of three members / chairman [delete the one which is not applicable] of the DAAB and, where this is the case, the other two persons are:
____________________________ (name) _________________________ (name)
___________________________ (address) _______________________ (address)
_____________________________(telephone) ______________________(telephone)
______________(email/ other contact details) _______ (email/other contact details)
the “Other Members”; and
D. the DAAB Member accepts this appointment.
The Employer, Contractor and DAAB Member jointly agree as follows:
1. The conditions of this DAAB Agreement comprise:
(a) Clause 21 [Disputes and Arbitration] of the Conditions of Contract, and any other provisions of the Contract that are applicable to the DAAB’s Activities; and
(b) the “General Conditions of Dispute Avoidance/Adjudication Agreement”, which is appended to the General Conditions of the “Conditions of Contract for Construction” Second Edition 2017 published by FIDIC (“GCs”), as amended and/or added to by the following provisions.
2. [Details of amendments to the GCs, if any. For example:
In the procedural rules annexed to the GCs, Rule _ is deleted and replaced by: “ … “]
3. The DAAB Member shall be paid in accordance with Clause 9 of the GCs. The currency of payment shall be ________.
In respect of Sub-Clauses 9.1 and 9.2 of the GCs, the amounts of the DAAB Member’s monthly fee and daily fee shall be:
monthly fee___________________ per month, and
daily fee of____________________ per day
(or as otherwise set under Sub-Clause 9.3 of the GCs).
4. In consideration of the above fees, and other payments to be made to the DAAB Member in accordance with the GCs, the DAAB Member undertakes to act as DAAB Member in accordance with the terms of this DAAB Agreement.
5. The Employer and the Contractor shall be jointly and severally liable for the DAAB Member’s fees and other payments to be made to the DAAB Member in accordance with the GCs.
6. This DAAB Agreement shall be governed by the law of _____________ (if not stated, the law that governs the Contract under Sub-Clause 1.4 of the Conditions of Contract).
SIGNED by:_______________ SIGNED by:_______________ SIGNED by:_______________
Print name:_________________ Print name:_________________ DAAB Member
Title: _____________________ Title:______________________ Title:______________________
for and on behalf of the
Employer for and on behalf of the
Contractor
in the presence of in the presence of in the presence of
Witness:___________________ Witness:___________________ Witness:___________________
Name:_____________________ Name:_____________________ Name:_____________________
Address:___________________ Address:___________________ Address:___________________
__________________________ __________________________ __________________________
Date:______________________ Date:______________________ Date:______________________
Guarantee No._________________________________________ Date _________________
WHEREAS _____________________________________ (hereinafter called the 'Employer')
has entered into a Contract for __________________________________________________
(Particulars of Contract)
with ____________________________________________ (hereinafter called the "Contractor').
AND WHEREAS, the Employer has agreed to advance to the Contractor, at the Contractor's request, an amount of Pak Rupees ___________________________________ (PKR _________ ) which amount shall be advanced to the Contractor as per provisions of the Contract.
AND WHEREAS, the Employer has asked the Contractor to furnish Guarantee to secure the mobilization advance for the performance of his obligations under the said Contract.
AND WHEREAS, ____________________________________________________________
(hereinafter called the “Guarantor”) at the request of the Contractor and in consideration of theEmployer agreeing to make the above advance to the Contractor, has agreed to furnish the said Guarantee.
NOW, THEREFORE, the Guarantor hereby guarantees that the Contractor shall use the advance for the purpose of above mentioned Contract and if he fails and commits default in fulfilment of any of his obligations for which the advance payment is made, the Guarantor shall be liable to the Employer for payment not exceeding the aforementioned amount.
Notice in writing of any default,on the part of the Contractor, of which the Employer at his discretion of making decision, shall be given by the Employer to the Guarantor, and on such first written demand, payment shall be made by the Guarantor of all sums then due under this Guarantee without any reference to the Contractor and without any objection.
This Guarantee shall remain in force until the advance is fully adjusted against payments from the Interim Payment Certificates of the Contractor or until _________________________whichever is earlier. (Date)
The Guarantor's liability under this Guarantee shall not in any case exceed the sum of
PKR ______________________ (PakRupees ________________________________________________).
This Guarantee shall remain valid up to the aforesaid date and shall be null and void after the aforesaid date or earlier if the advance made to the Contractor is fully adjusted against paymentsfrom Interim Payment Certificates of the Contractor provided that the Guarantor
agrees that the aforesaid period of validity shall be deemed to be extended if on the above mentioned date the advance payment is not fully adjusted.
Guarantor
(Scheduled Bank/ Insurance Company)
Signature ________________________________________________
Name ________________________________________________
Title ________________________________________________
WITNESS:
1. ________________________________________________
________________________________________________
Corporate Secretary (Seal) Corporate Guarantor (Seal)
2. ________________________________________________
________________________________________________
Name, Title & Address
________________________________ [Guarantor letterhead or SWIFT identifier code]
Beneficiary: ___________________ [Insert name and Address of Employer]
Date: ________________[Insert date of issue]
RETENTION MONEY GUARANTEE No.: [Insert guarantee reference number]
Guarantor: [Insert name and address of place of issue, unless indicated in the letterhead]
We have been informed that ________________ [insert name of Contractor, which in the case of a joint venture shall be the name of the joint venture] (hereinafter called "the Contractor") has entered into Contract No. _____________ [insert reference number of the contract] dated ____________ with the Employer, for the execution of _____________________ [insert name of contract and brief description of Works] (hereinafter called "the Contract").
Furthermore, we understand that, according to the conditions of the Contract, the Employer retains moneys up to the limit set forth in the Contract (“the Retention Money”), and that when the Taking-Over Certificate has been issued under the Contract and the first half of the Retention Money has been certified for payment, payment of [insert the second half of the Retention Money orifthe amount guaranteed under the Performance Guarantee when the Taking-Over Certificate is issued is less than half of the Retention Money, the difference between half of the Retention Money and the amount guaranteed under the Performance Security and, if required, the ES Performance Security] is to be made against a Retention Money guarantee.
At the request of the Applicant, we, as Guarantor, hereby irrevocably undertake to pay the Beneficiary any sum or sums not exceeding in total an amount of ___________ [insert amount in figures] () [amount in words] upon receipt by us of the Employer’s complying demand supported by the Beneficiary’s statement, whether in the demand itself or in a separate signed document accompanying or identifying the demand, stating that the Applicant is in breach of its obligation(s) under the Contract, without your needing to prove or show grounds for your demand or the sum specified therein.
A demand under this guarantee may be presented as from the presentation to the Guarantor of a certificate from the Employer’s bank stating that the second half of the Retention Money as referred to above has been credited to the contractor on its account number ___________ at _________________ [insert name and address of Contractor’s bank].
This guarantee shall expire no later than the …. day of ……, 2…, and any demand for payment under it must be received by us at the office indicated above on or before that date.
____________________
[signature(s)]
Note: All italicized text (including footnotes) is for use in preparing this form and shall be deleted from the final product.
Contract Number: Contract Value: Contract Title:
Dated:
[Name of Supplier] hereby declares that it has not obtained or induced the procurement of any contract, right, interest, privilege or other obligation or benefit from Government of Pakistan or any administrative subdivision or agency thereof or any other entity owned or controlled by it (GoP) through any corrupt business practice.
Without limiting the generality of the foregoing [Name of Supplier] represents and warrants that it has fully declared the brokerage, commission, fee etc. paid or payable to anyone and not given or agreed to give and shall not give or agree to give to anyone within or outside Pakistan either directly or indirectly through any natural or juridical person, including its affiliate, agent, associate, broker, consultant, director, promoter, shareholder, sponsor or subsidiary, any commission, gratification, bribe, finder's fee or kickback, whether described as consultations fee or otherwise, with the object of obtaining or inducing the procurement of a contract, right, interest, privilege or other obligation or benefit in whatsoever form from GoP, except that which has been expressly declared pursuant hereto.
[Name of Supplier] certifies that it has made and will make full disclosure of all agreements and arrangements with all persons in respect of or related to the transaction with GoP and has not taken any action or will not take any action to circumvent the above declaration, representative or warranty.
[Name of Supplier] accepts full responsibility and strict liability for making and false declaration, not making full disclosure, misrepresenting fact or taking any action likely to defeat the purpose of this declaration, representation and warranty. It agrees that any contract, right interest, privilege or other obligation or benefit obtained or procured as aforesaid shall, without prejudice to any other right and remedies available to GoP under any law, contract or other instrument, be voidable at the option of GoP.
Notwithstanding any rights and remedies exercised by GoP in this regard, [Name of Supplier] agrees to indemnify GoP for any loss or damage incurred by it on account of its corrupt business practices and further pay compensation to GoP in an amount equivalent to ten time the sum of any commission, gratification, bribe, finder's fee or kickback given by [Name of Supplier] as aforesaid for the purpose of obtaining or inducing the procurement of any contract, right, interest, privilege or other obligation or benefit in whatsoever form from GoP.
Name of Employer: ……………… Name of Bidder/Contractor: ……………
Signature: …………………… Signature: …………………………….
[Seal] [Seal]
Guarantee No.___________________
Executed on ____________________
Expiry date _____________________
Name of Guarantor with address: _________________________________________________________________________________________________________________________________
Name of Principal (Contractor) with address:___________________________________________________________________________________________________________________________
Penal Sum of Security (express in words and figures) ____________________________________________________________________________________________________________________
Letter of Acceptance No. _____________________________________Dated __________________
KNOW ALL MEN BY THESE PRESENTS, that in pursuance of the terms of the Bidding Documents and above said Letter of Acceptance (hereinafter called the Documents) and at the request of the said Principal we, the Guarantor above named, are held and firmly bound unto the Directorate of Works and Services (Pakistan Agriculture Research Council (PARC)), Technical Coordinator Room # 9, Ground Floor, Plot # 20, Attaturk Avenue, Sector G-5/1., Islamabad Capital Territory (hereinafter called the Employer) in the penal sum of the amount stated above for the payment of which sum well and truly to be made to the said Employer, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the Principal has accepted the Employer's above said Letter of Acceptance for _____________________________________ ________________________________
(Name of Contract) for the Construction of Lab/Office, Store, Garage and Boundary wall at FSC&RD Loralai Balochistan (P187407)
______________________________________________ (Name of Project).
NOW THEREFORE, if the Principal (Contractor) shall well and truly perform and fulfill all the undertakings, covenants, terms and conditions of the said Documents during the original terms of the said Documents and any extensions thereof that may be granted by the Employer, with or without notice to the Guarantor, which notice is, hereby, waived and shall also well and truly perform and fulfill all the undertakings, covenants terms and conditions of the Contract and of any and all modifications of said Documents that may hereafter be made, notice of which modifications to the Guarantor being hereby waived, then, this obligation to be void; otherwise to remain in full force and virtue till all requirements of Clause11, Defects After Taking Over, of Conditions of Contract are fulfilled.
Our total liability under this Guarantee is limited to the sum stated above and it is a condition of any liability attaching to us under this Guarantee that the claim for payment in writing shall be received by us within the validity period of this Guarantee, failing which we shall be discharged of our liability, if any, under this Guarantee.
We, _________________________________________________ (the Guarantor), waiving all objections and defense under the Contract, do hereby irrevocably and independently guarantee to pay to the Employer without delay upon the Employer's first written demand without cavil or arguments and without requiring the Employer to prove or to show grounds or reasons for such demand any sum or sums up to the amount stated above, against the Employer's written declaration that the Principal has refused or failed to perform the obligations under the Contract which payment will be effected by the Guarantor to Employer’s designated Bank & Account Number.
PROVIDED ALSO THAT the Employer shall decide, whether the Principal (Contractor) has duly performed his obligations under the Contract or has defaulted in fulfilling said obligations and the Guarantor shall pay without objection any sum or sums up to the amount stated above upon first written demand from the Employer forthwith and without any reference to the Principal or any other person.
IN WITNESS WHEREOF, the above-bounden Guarantor has executed this Instrument under its seal on the date indicated above, the name and corporate seal of the Guarantor being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body.
Guarantor
(Schedule Bank/ Insurance Company)
Signature: _________________________________________________
Name: _________________________________________________
Title: _________________________________________________
Corporate Guarantor (Seal)
WITNESS:
1.
_________________________________________________
_________________________________________________
2.
_________________________________________________
_________________________________________________
Name, Title & Address