TRANSAFRIC 1GODOWN
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Transcript of TRANSAFRIC 1GODOWN
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CONTRACT A (MUKURU)
MAIN SUMMARY
ITEM DESCRIPTION AMOUNT (KShs.)
PRELIMINARIES #REF!
BUILDER'S WORKS - RESIDENTIAL #REF!BUILDER'S WORKS - STALLS 26,582,450.00
BOUNDARY WALLS #REF!
CIVIL WORKS #REF!
FOOTBRIDGE #REF!
ELECTRICAL INSTALLATIONS #REF!
MECHANICAL SERVICES #REF!
SUB-TOTAL #REF!
Add 10% CONTINGENCIES #REF!
SUB-TOTAL (V. A. T. Exclusive) #REF!
Add 16% V. A. T. #REF!
TOTAL CARRIED TO BID SUBMISSION FORM : #REF!
AMOUNT IN WORDS ( V. A. T. Inclusive) ................................................................................
...............................................................................................................................................
........................................................................................................................................ Only
............................................................. ........................................................................
DATE................................................... DATE...........................................................................
519+200 - 526+600
CONTRACTOR EMPLOYER
NAME................................................. NAME...........................................................................
SIGNATURE........................................ SIGNATURE....................................................................
ADDRESS............................................ ADDRESS..........................................................................
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TRANSAFRIC TIMBER GODOWN
AmountKShs.
BILL NO. 3
ELEMENT NO. 1
SUBSTRUCTURE (All Provisional)
Excavations and Earthworks, including upholding sides andkeeping bottoms free from mud and water by baling or pumpingas required
3.01Bulk excavation to remove black cotton soil and removing fromsite C.M. 2880 200.00 576,000.00
3.02Excavate foundation trench not exceeding 1500 mm deepstarting from reduced level reduced level C.M. 360 200.00 72,000.00
3.03 Excavate for column bases, ditto C.M. 50 225.00 11,250.00
3.04 Extra over excavation for excavating in soft rock, as described C.M 0 1,020.00 -
Disposal, as described
3.05Backfill selected excavated or imported material and compact in150 mm layers to make up levels C.M. 216 100.00 21,600.00
3.06 Load and cart away surplus excavated materials C.M. 2880 520.00 1,497,600.00
Filling, as described
3.07
300 mm Hardcore bed handpacked and compacted slab,including levelling and blinding with 50 mm sand or murram toreceive concrete S.M. 3600 400.00 1,440,000.00
3.08 50 mm Thick murram blinding over hardcore S.M. 3600 65.00 234,000.00
Damp-proof membrane
3.09 1000 Gauge polythene sheeting, as described, laid over hardcor S.M. 3600 95.00 342,000.00
Anti-termite treatment
3.10 Chemical anti-termite treatment to surface of hardcore, executedcomplete by Rentokil or equal and approved specialistunder a ten-year guarantee S.M. 3600 165.00 594,000.00
Concrete Work
Mass Concrete Class 15, as described, in:-
3.1150 mm Blinding to strip foundations, ground beams and columnbases S.M. 192 500.00 96,000.00
Reinforced Concrete Class 20 as described in:-
3.12 Strip foundations and attached column bases C.M. 5 14,500.00 72,500.00
3.14 Column stubs C.M. 50 14,500.00 725,000.00
3.15 100 mm surface slab S.M 3600 1,450.00 5,220,000.00
Total Carried Forward 10,901,950.00
ItemNo.
Description Units Qty Rate
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AmountKShs.
ItemNo.
Description Units Qty Rate
Total Brought Forward 10,901,950.00
High Tensile Reinforcement to B.S. 4461, as described
3.16 8 mm to 12 mm Bars K.G. 750 150.00 112,500.00
Fibre Mesh Reinforcement
3.17 Fibre mesh reinforcement, in surface slab concrete at the rateof 900 grammes per m concrete S.M. 3600 385.00 1,386,000.00
Formwork
Sawn Formwork, as described, to:-
3.18 Sides of strip foundations S.M. 280 400.00 112,000.00
3.19 Sides of bases S.M. 120 400.00 48,000.00
3.20 Sides of column stubs S.M. 50 400.00 20,000.00
3.21 Edge of surface slab over 150 mm but not exceeding 225 mm h L.M. 240 65.00 15,600.00
3.22 200 mm Walling S.M. 1560 1,500.00 2,340,000.00
Bituminous felt damp proof courses, as described, under:-
3.25 200 mm Walls L.M. 240 100.00 24,000.00
Plinths
3.26 12 mm Cement and sand render to plinth walls S.M. 1200 350.00 420,000.00
3.27Prepare and apply three coats three coats bituminous paint toplinth walls S.M. 1200 300.00 360,000.00
3.31 Allow for keeping all excavations free from general water Item 5,000.00 5,000.00
3.32 Ditto upholding sides of excavation Item 5,000.00 5,000.00
Total Carried to Collection 15,750,050.00
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AmountKShs.
ItemNo.
Description Units Qty Rate
ELEMENT NO. 2
REINFORCED CONCRETE STRUCTURE
Reinforced Concrete Grade 25 as described in:-
3.34 Columns C.M. 24 14,500.00 348,000.00
3.35
Total Carried to Collection 348,000.00
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AmountKShs.
ItemNo.
Description Units Qty Rate
3.50 Prepare fair face block joints and rake in and point horizontal jointsin cement mortar S.M. 1200 280.00 336,000.00
Total Carried to Collection 336,000.00
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AmountKShs.
ItemNo.
Description Units Qty Rate
ELEMENT NO. 4
ROOFING & RAINWATER DISPOSAL
Roof Covering 24 Gauge Pre-painted LT5 sheets andaccessories of approved colours, fixed in accordance with the manufacturers printed instructions in:-
3.51Roof covering fixed to steel zed purlins at approximately 1500mm centres with bolts, caps and washers S.M. 4128 1,950.00 8,049,600.00
3.5224 Gauge resincot sheet flashing 1000 mm girth shaped to fitspace L.M. 0 525.00 -
Structural steelwork to B.S 4360 Grade 43C, galvanised inaccordance with B.S. 5493 as described with shop fabricatedconnections and site welded, bolted or riveted intersections; all asshown on Engineers Drawings
3.53Zed purlin size 140 x 50 x 2 mm weighing 4.35 K.g per linearmetre L.M. 1680 900.00 1,512,000.00
Total Carried to Collection 9,561,600.00
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AmountKShs.
ItemNo.
Description Units Qty Rate
ELEMENT NO. 8
ENGINEERING SERVICE INSTALLATIONS
Electrical Installation
Builders W ork in connection with Electrical Installation(Provisional)
Cut away for, make good and attend on all trades on the sub-contractor installing the following points in a concealed conduitsystem and leave to the satisfaction of the Architect
3.87 Lighting point NO. 100 60.00 6,000.00
3.88 Single socket outlet NO. 150 60.00 9,000.00
3.89 Double ditto NO. 200 110.00 22,000.00
Plumbing, Drainage and Fire Fighting Installations
Builders W ork in connection with Plumbing, Drainageand Fire Fighting Installations (Provisional)
Holes through the following for small pipes and make good
3.90 150 mm concrete block walling NO. 100 150.00 15,000.00
3.91 200 mm Ditto NO. 350 200.00 70,000.00
Holes through the following for large pipes and make good
3.92 150 mm walling NO. 150 300.00 45,000.00
3.93 200 mm Ditto NO. 235 400.00 94,000.00
3.94 150 mm Reinforced concrete slab NO. 125 300.00 37,500.00
Cut chase in stone or block wall for the sub-contractor installing the following and later make good in plaster
3.95 15 mm Diameter pipe L.M. 404 200.00 80,800.00
3.96 20 mm Ditto L.M. 335 200.00 67,000.00
3.97 25 mm Ditto L.M. 320 250.00 80,000.00
3.98 32 mm Ditto L.M. 152 250.00 38,000.00
3.99 40 mm Ditto L.M. 75 300.00 22,500.00
Total Carried to Collection 586,800.00
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