ITEM DESCRIPTION QTY UNIT RATE 2000 CM 500 SHS. PROPOSED CONSTRUCTION OF BOUNDARY WALL AT GIKUMENE MARKET BOUNDARY WALL ELEMENT NO. 1 SUBSTRUCTURE ( ALL PROVISIONAL ) :- A. Excavation & spread in soft material & compact to level the existing uneven market to the approval of the engineer. 1,000,000 B Excavate trenches in normal soil forstrip footing not exceeding 1.50 M deep from the ground level. 108 CM 500 54,000.00 C Excavate trenches in normal soil for column bases not exceeding 1.50 M deep from the ground level. 144 CM 500 72,000.00 D Load, cart away and spread extra excavation material on sited as directed by the Architect. 23 CM 80 1,840.00 229 CM 80 18,320.00 Filling E Return fill and rum selected excavated material to sides of foundation walling. Plain concrete ( 1:4:8 ) as described in :- F 50 mm thick column bases 96 SM 250 24,000.00 G 50 mm thick foundation footing 72 SM 250 18,000.00 19.2 CM 12,000 230,400.00 Reinforced concrete 1:2:4 as described in :H Column bases I Columns 4 CM 12,000 48,000.00 J Strip footing 24 CM 12,000 288,000.00 Sawn formwork as described to :K Sides of columns 75 SM 400 30,000.00 L Edges of strip footing bases 150 - 225 mm girth 384 LM 90 34,560.00 M Sides of columns 27 SM 400 10,800.00 240 SM 1,400 336,000.00 WALLING Machine cut stone or other equal and approved walling in Cement : sand ( 1:4 ) mortar :N 200 mm thick boundary wall including neat horizontal and vertical key pointing internally and externally Total carried to collection GIKUMENE MKT 2,165,920.00 1 ITEM DESCRIPTION QTY UNIT RATE SHS. High Tensile Reinforcement Bars to B. S. 4461 including cutting, bending and all necessary spacer blocks : ( Provisional ) [ 100 Kg/Cm] :- 4720 A 12 mm diameter 1416 KG 130 184,080.00 B 10 mm diameter 2124 KG 130 276,120.00 C 8 mm diameter 944 KG 130 122,720.00 236 KG 130 30,680.00 Mild Steel Reinforcement Bars to B. S. 4449 including cutting, bending and all necessary spacer blocks : ( Provisional ) :D 8 mm diameter Total carried to collection 613,600.00 COLLECTION Carried forward from page 2 Brought down from above Total carried to Summary GIKUMENE MKT 2,165,920.00 613,600.00 2,779,520.00 2 ITEM DESCRIPTION QTY UNIT RATE SHS. 9 CM 12,000 108,000.00 ELEMENT NO. 2 R. C. SUPERSTRUCTURE :Reinforced concrete (1:2:4) as described to :A. Columns High Tensile Reinforcement Bars to B. S. 4461 including cutting, bending and all necessary spacer blocks : (Provisional) :- 900 B. 12 mm diameter 270 KG 130 35,100.00 C 8 mm ditto 405 KG 130 52,650.00 D. 8 mm ditto 225 KG 130 29,250.00 171 SM 400 68,400.00 Sawn formwork as described to :E Sides of columns Total carried to Summary GIKUMENE MKT 293,400.00 3 ITEM DESCRIPTION QTY UNIT RATE SHS. 420 SM 1,400 588,000.00 ELEMENT NO. 3 WALLING Machine cut stone or other equal and approved walling in Cement : sand ( 1:4 ) mortar :A. 200 mm thick boundary wall including placing pole lamps after every alternate column; neat horizontal and vertical key pointing to internal and external sides of walling. Precast Concrete B. 275 x 50 mm thick pre-cast concrete coping bedded and jointed in cement : sand ( 1:4 ) mortar. 200 LM 600 120,000.00 C. 350 x 350 x 50 mm thick column ditto 68 NO 500 34,000.00 D Excavate 5000x1500x12000mm deep external pit latrine, cover it with reinforced concrete slab overall size 6000X2000, and put up 2700mm high masonry structure roofed with mono pitch IT5 roof cover laid on timber trusses. Walls shall be finished with plaster and tiles as specified by the architect. 2 item Total carried to Summary GIKUMENE MKT 200,000 400,000.00 1,142,000.00 4 ITEM DESCRIPTION QTY UNIT Mild steel entry and exit gate size 6000 x 2100 mm high in two equal openable leaves including support wheels and runners comprising 100 x 50 mm rolled hollow section frame all round and cross bracing of 100 x 50 mm RHS middle rail. 50 x 25 mm vertical support bars at 150 mm centre spacing including all hinges, fixing lugs and painting. 4 NO 101 SM RATE SHS. ELEMENT NO. 4 GATES Steel Gate A. 75,600 302,400.00 Painting and decoration B. Prepare and apply two undercoats and one coat of gloss oil paint to surface of metal Total carried to Summary GIKUMENE MKT 300 30,300.00 332,700.00 5 ITEM DESCRIPTION QTY UNIT RATE SHS. SUMMARY 1 Substructure 2 Reinforced Concrete Superstructure 3 Walling 4 Gates TOTAL FOR BOUNDARY WALL CARRIED TO GRAND SUMMARY GIKUMENE MKT 2,779,520.00 293,400.00 1,142,000.00 332,700.00 4,547,620.00 6 PROVISIONAL AND PRIME COST SUMS GIKUMENE MKT ITEM DESCRIPTION QTY UNIT RATE SHS. CTS. P.C. AND PROVISIONAL SUMS Electrical Installations A. Provide the P.C. Sum of Kenya Shillings Two Hundred Thousand (Kshs. 200,000.00) only for Electrical Installations. SUM 200,000 00 SUM 100,000 00 SUM 200,000 00 Project Management B Allow for Contigency Sum of Kenya Shillings One Hundred Thousand (Kshs. 100,000.00) only for project management. Contingency C Allow for Contigency Sum of Kenya Shillings Two Hundred Thousand Only (Kshs. 200,000.00) only. TOTAL FOR P.C. AND PROVISIONAL SUMS CARRIED TO GRAND SUMMARY PCPS/1 GIKUMENE MKT 500,000 00 GRAND SUMMARY GIKUMENE MKT BILL NO. DESCRIPTION PAGE CONTRACTOR SHS. CTS. OFFICIAL SHS. CTS. CTS. PROPOSED CONSTRUCTION OF BOUNDARY WALL AT GIKUMENE MARKET GRAND SUMMARY 1 Particular Preliminaries 200,000 00 2 General Preliminaries 200,000 00 3 Trade Preambles and Pricing Notes 4 Builder's Work : BOUNDARY WALL 4,547,620 00 • BOUNDARY WALL 5 PCPS/1 P. C. and Provisional Sums SUB TOTAL 1 5,447,620 00 ADD 16% VAT 871,619 00 TOTAL ESTIMATE FOR BUILDER'S WORKS CARRIED TO FORM OF TENDER 6,319,239 00 CONTRACTOR ……………………………………………………………………… Signature ……………………………… Address ………………..………. Official stamp…………………………………… EMPLOYER Name of Employer ………………………………………………………………………………. Signature ……………………………… Address ………………..………. GS/1 GIKUMENE MKT 500,000 00
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