{"text_format":"3","workbook":"xlsx","n_sheets":9,"sheets":["Section 1 - P&G","Section 2 - Earthworks","Section 3 - Concrete Abutments","Section 4 - Gabion","Section 5 - Piling","Section 6 - PrefabricatedBridge","Section 7 - Roads (2)","Contract Participation Goals ","Summary"],"not_rendered":{"defined_names":6,"comments":2},"read":"whole","date_system":"1900"}

{"sheet":"Section 1 - P&G","index":0,"n_rows":25,"n_cols":6,"rows_kept":25,"merged":[[0,0,0,5],[2,0,2,5],[9,0,9,5],[11,0,11,5],[24,0,24,1]]}
["SECTION 5: GABIONS"]
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT "]
["SABS 1200D: EARTHWORKS"]
[null,"Restricted Excavation "]
[null,"Restricted excavation in all materials and use for backfilling or fill, as specified and carting away and spoiling excess unsuitable materials"]
[1," To underside of Gabions","m³",34]
[null,"Extra Excavation in all Materials to Provide Working Space around Structure"]
[2,"Working space around excavations"," m²",0]
[null,"Extra-over for Backfill or for Fill Material against Structures "]
["SECTION 1: PRELIMINARIES & GENERAL"]
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT "]
["PRELIMINARIES & GENERAL"]
[1,"Fixed Charge Items","Item",1,null,{"$f":"+E13*D13","v":0}]
[2,"Time related items","Months",10,null,0]
[3,"H&S","Months",10,null,0]
[4,"Enviromental","Months",10,null,0]
[5,"Local Labour","Item",1,null,{"$f":"+E17*D17","v":0}]
[null,"Temporary Works"]
[6,"Moving of equipment materials, etc across the river","Item",1,null,{"$f":"+E19*D19","v":0}]
[]
[]
[]
[]
[]
["Total Bridge (Carried to Summary)",{"$nulls":4},{"$f":"SUM(F13:F24)","v":0}]

{"sheet":"Section 2 - Earthworks","index":1,"n_rows":91,"n_cols":11,"rows_kept":91,"merged":[[0,0,0,6],[2,0,2,6],[9,0,9,6],[44,0,44,6],[61,0,61,6],[62,0,62,6],[69,0,69,6],[76,0,76,6],[90,0,90,2]]}
["SECTION 2 - EARTHWORKS"]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE"," AMOUNT "]
["SABS 1200C: SITE CLEARANCE"]
[null,null,"Clear and grub"]
[1,"8.2.1","Clear and grub","ha",0.2,null,{"$f":"E5*F5","v":0}]
[2,"8.2.3","Remove all trees and tree stumps regardless of girth","No.",5,null,{"$f":"E6*F6","v":0}]
[3,"8.2.10","Remove topsoil to nominal depth of 150 mm to stockpile and maintain for later use and rehabilitation","m³",400,null,{"$f":"E7*F7","v":0}]
[4,null,"Taking down and repositioning and re-erect of existing fences ","m",230,null,{"$f":"E8*F8","v":0}]
[]
["SABS 1200D: BULK EARTWORKS"]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE"," AMOUNT "]
[null,"8.3.2","Bulk Excavation"]
[null,"8.3.2 a)","Excavate in all materials and use for embankment or backfill  including processing, shaping and compaction to 90% MOD AASHTO within freehaul distance of 2km"]
[5,null,"To reach suitable roadbed founding material to approach and access roads","m³",200,null,{"$f":"E14*F14","v":0}]
[6,null,"To drainage ditch","m³",20,null,0]
[null,"8.3.2 b)","Extra-over for:"]
[7,null,"Intermediate excavation (Provisional)","m³",15,null,{"$f":"E17*F17","v":0}]
[8,null,"Boulder excavation Class A (Provisional)","m³",75,null,{"$f":"E18*F18","v":0}]
[9,null,"Boulder excavation Class B (Provisional)","m³",75,null,0]
[]
[null,"8.3.2 a)","Excavate in all materials and stockpile within freehaul distance of 2km"]
[10,null,"To reach suitable roadbed founding material to approach and access roads","m³",300,null,{"$f":"E22*F22","v":0}]
[11,null,"To drainage ditch","m³",20,null,0]
[null,"8.3.2 b)","Extra-over for:"]
[12,null,"Intermediate excavation (Provisional)","m³",6,null,{"$f":"E25*F25","v":0}]
[13,null,"Boulder excavation Class A (Provisional)","m³",150,null,{"$f":"E26*F26","v":0}]
[14,null,"Boulder excavation Class B (Provisional)","m³",70,null,0]
[]
[null,"8.3.2 a)","Excavate in all materials and dispose of as ordered within freehaul distance of 2km"]
[15,null,"To reach suitable roadbed founding material to approach and access roads","m³",200,null,{"$f":"E30*F30","v":0}]
[16,null,"To drainage ditch","m³",20,null,0]
[]
[null,"8.3.2 b)","Extra-over for:"]
[17,null,"Intermediate excavation (Provisional)","m³",6,null,{"$f":"E34*F34","v":0}]
[18,null,"Boulder excavation Class A (Provisional)","m³",100,null,{"$f":"E35*F35","v":0}]
[19,null,"Boulder excavation Class B (Provisional)","m³",50,null,0]
[{"$nulls":10},"`"]
[null,"8.3.4","Extra-over items 5 to 9 for importing of materials:"]
[20,"8.3.4 a)","Extra-over for importation of materials from: commercial sources including processing, shaping and compaction to 90% MOD AASHTO","m³",200,null,{"$f":"E39*F39","v":0}]
[21,"8.3.4 a)","Extra-over for importation of materials from borrow pits including processing, shaping and compaction to 90% MOD AASHTO","m³",50,null,{"$f":"E40*F40","v":0}]
[22,"8.3.4 b)","Opening up and closing down of designated borrow pit","Sum",1,null,0]
[23,"8.3.4 c)","Dealing with overburden","m³",20,null,0]
[]
[]
["SABS 1200DM: EARTHWORKS (ROADS, SUBGRADE)"]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE"," AMOUNT "]
[null,"PSDM 8.3.7","Stockpile to fill, use for embankment or backfill including processing, shaping and compaction to 90% MOD AASHTO within freehaul distance of 2km"]
[24,"a)","Soft excavation","m³",200,null,{"$f":"E48*F48","v":0}]
[null,"PSDM 8.3.7","Dispose of stockpiled material as ordered within freehaul distance of 2km"]
[25,"a)","Soft excavation","m³",100,null,{"$f":"E50*F50","v":0}]
[]
[null,null,"Rock fill (hard, durable, and inert material preferably shall consist of rock fill material varying in size between 150mm and the maximum size of 500mm including processing, shaping and compaction to the applicable specification from commercial sources"]
[26,null,"To underside of link mattresses at  East Abutment","m³",1800,null,{"$f":"E53*F53","v":0}]
[27,null,"To underside of link mattresses at West Abutment","m³",200,null,{"$f":"E54*F54","v":0}]
[]
[null,null,"Rock fill (hard, durable, and inert material preferably shall consist of rock fill material varying in size between 150mm and the maximum size of 500mm including processing, shaping and compaction to the applicable specification from designated borrow pits"]
[28,"8.3.4 a)","To underside of link mattresses at  East Abutment","m³",35,null,{"$f":"E57*F57","v":0}]
[29,"8.3.4 a)","To underside of link mattresses at West Abutment","m³",35,null,{"$f":"E58*F58","v":0}]
[30,"8.3.4 b)","Opening up and closing down of designated borrow pit","Sum",1,null,0]
[31,"8.3.4 c)","Dealing with overburden","m³",15,null,0]
[]
["SABS 1200ME: SUB-BASE"]
["SABS 1200DM: EARTWORKS ROAD SUBGRADE"]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE"," AMOUNT "]
[null,null,"Bridge approach"]
[32,null,"Cart to spoil"," m³",110,null,{"$f":"E66*F66","v":0}]
[33,null,"Road bed preperation and compaction of material to 93% Mod AASHTO Density"," m³",110,null,0]
[34,null,"150mm Sabunga wearing course from from (on-site) designated borrow area compacted to 95% Mod AASHTO density"," m³",110,null,{"$f":"E68*F68","v":0}]
[]
["SABS 1200ME: SUBBASE"]
[null,"8.3.3","Construct the subbase course / shoulders / gravel wearing course with material from commercial sources or designated borrow areas"]
[35,null,"150mm Subbase G5 material compacted to 95% Mod AASHTO Density"," m³",60,null,0]
[]
[null," 8.3.17","Testing (Additional tests as required by the Engineer)",{"$nulls":3},{"$f":"E74*F74","v":0}]
[36,null,"Modified AASHTO Density tests by registered laboratory","No.",10,null,0]
[]
["SABS 1200MM: ANCILLARY ROADWORKS"]
[null,"8.2.1","SANS 1350 hot dipped Galvanized Guardrails on Standard timber posts 1800mm long x 150-175mm diameter."]
[37,null,"to Eastern aproach road","m",110,null,{"$f":"E79*F79","v":0}]
[38,null,"to Western approach road","m",40,null,0]
[]
[null,"8.2.2","End Units"]
[39,null,"Fishtail Terminal end wings","No",8,null,{"$f":"E83*F83","v":0}]
[]
[null,null,"Keeping works free of water"]
[40,null,"Allow for the bailing, pumping or otherwise keeping the works free from all water or mud","Item",1,null,{"$f":"E86*F86","v":0}]
[]
[null,null,"De-watering"]
[null,null,"Allow for supplying a 50mm diameter submersible pump delivering 500 litres per minute with and including a minimum 50m length of discharge hose for pumping away of any subterranean water which may surface in foundation trench, base, etc","Hrs",640,null,{"$f":"E89*F89","v":0}]
[]
["Total Earthworks (Carried to Summary)",{"$nulls":5},{"$f":"SUM(G4:G90)","v":0}]

{"sheet":"Section 3 - Concrete Abutments","index":2,"n_rows":55,"n_cols":7,"rows_kept":55,"merged":[[0,0,0,6],[2,0,2,6],[19,0,19,6],[54,0,54,2]]}
["SECTION 3 - CONCRETE ABUTMENTS"]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE"," AMOUNT "]
["SABS 1200D: EARTHWORKS"]
[null,"8.3.3","Restricted excavation in earth and deposit excavated material on site for use as filling or backfilling (elsewhere measured)\n"]
[1,null,"To underside of pile caps including working around piles","m³",328,null,{"$f":"E5*F5","v":0}]
[null,"8.3.7","Extra over restricted excavation for"]
[2,null,"Soft excavation","m³",120,null,{"$f":"E7*F7","v":0}]
[3,null,"Hard excavation","m³",25,null,0]
[4,null,"Boulder excavation Class B","m³",60,null,0]
[null,"8.3.5","Working space excavation for a width as necessary and backfill on completion with in-situ material from stockpiles on site"]
[5,null,"Working space to sides of pile caps (Excavation not exceeding 3m deep)","m2",135,null,{"$f":"E11*F11","v":0}]
[null,null,"Risk of collapse of excavations"]
[6,null,"Sides of pile cap excavations exceeding 1,5m deep","m2",265,null,{"$f":"E13*F13","v":0}]
[7,"8.3.7","Additional Lateral Support around pile cap excavations exceeding 1,5m  and not exceeding 3,0m deep as directed by the Engineer (provisional)","Item",265,null,{"$f":"E14*F14","v":0}]
[null,null,"Filling"]
[8,null,"Granular earth filling arising from the excavations compacted in multiple layers not exceeding 150mm thick to 93% Mod AASHTO density in backfilling to foundation excavations\n","m³",197,null,{"$f":"E16*F16","v":0}]
[null,null,"Carting away"]
[9,null,"Cart to spoil surplus excavated material"," m³",251,null,{"$f":"E18*F18","v":0}]
[]
["SABS 1200G: CONCRETE (STRUCTURAL)"]
["ITEM ","PAYMENT","DESCRIPTION","UNIT","QTY","RATE"," AMOUNT "]
[null,null,"FORMWORK"]
[null,"8.2.1","Rough"]
[10,null,"To sides of blinding","m2",10,null,{"$f":"E24*F24","v":0}]
[11,null,"To sides of pile caps","m2",75,null,{"$f":"E25*F25","v":0}]
[null,"8.2.1","Smooth"]
[12,null,"To sides of bridge abutments not exceeding 8m high","m2",103,null,{"$f":"E27*F27","v":0}]
[13,null,"To edge of abutment support","m2",5,null,{"$f":"E28*F28","v":0}]
[14,null,"To 45° underside of corbel to abutment not exceeding 300mm wide","m",7,null,0]
[15,null,"To Semi circular end of concrete abutment 750mm diameter x 7840mm high (rectangular sides elsewhere measured)","No",4,null,0]
[null,null,"Boxing in to smooth formwork"]
[16,null,"To form horizontal rebate size 100mm wide x 150mm deep at top edge of abutment support","m",7,null,0]
[null,"8.3","REINFORCEMENT"]
[null,"8.3.1","Steel Bars"]
[17,null,"Mild steel bars of varying diameter","t",2,null,{"$f":"E35*F35","v":0}]
[18,null,"High tensile bars of varying diameter","t",30,null,{"$f":"E36*F36","v":0}]
[19,null,"R24 x 750mm long L-shaped dowel cast into abutment with one end projecting 200mm","No",22,null,{"$f":"E37*F37","v":0}]
[null,null,"CONCRETE"]
[null,"8.4.2","Blinding"]
[20,null,"10MPa/19mm concrete Blinding layer under pile caps","m³",15,null,{"$f":"E40*F40","v":0}]
[null,"8.4.3","Strength concrete 35/19"]
[21,null,"Pile caps","m³",108,null,{"$f":"E42*F42","v":0}]
[22,null,"Bridge abutments","m³",107,null,{"$f":"E43*F43","v":0}]
[null,"8.4.4","Unformed surface finishes"]
[23,null,"Broom finish to top of abutment","m2",3,null,{"$f":"E45*F45","v":0}]
[null,null,"JOINTS"]
[24,null,"10mm Bitumen impregnated softboard not exceeding 300m wide between concrete surfaces","m",6,null,{"$f":"E47*F47","v":0}]
[null,null,"SUNDRIES"]
[25,null,"Set of three concrete strength cubes each size 150 x 150 x 150mm, send to an independent laboratory for test crushing including all charges \n","No",20,null,{"$f":"E49*F49","v":0}]
[26,null,"Take delivery and cast in exact position set of eight anchor bolts in to of abutment support","No",4,null,0]
[27,null,"20mm Thick Non-shrink grout between concrete and steel baseplate","m2",1,null,0]
[null,null,"METALWORK"]
[28,null,"80x80x8 angles hot dipped galvanized cast into edges of concrete abutments with 200 long x 30mm wide x 5mm thick fishtale lugs at 300mm c/c","m",21,null,{"$f":"E53*F53","v":0}]
[29,null,"Extra on last for mitred and welded corner","No",8,null,{"$f":"E54*F54","v":0}]
["Total Concrete Abutments (Carried to Summary)",{"$nulls":5},{"$f":"SUM(G4:G54)","v":0}]

{"sheet":"Section 4 - Gabion","index":3,"n_rows":53,"n_cols":7,"rows_kept":53,"merged":[[0,0,0,6],[2,0,2,6],[9,0,9,6],[11,0,11,6],[19,0,19,6],[23,0,23,6],[52,0,52,2]]}
["SECTION 5: GABIONS"]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT "]
["SABS 1200D: EARTHWORKS"]
[null,"8.3.3","Restricted Excavation "]
[null,"8.3.3 a)","Restricted excavation in all materials and use for backfilling or fill, as specified and carting away and spoiling excess unsuitable materials"]
[1,null," To underside of Gabions","m³",34]
[null,"8.3.5","Extra Excavation in all Materials to Provide Working Space around Structure"]
[2,null,"Working space around excavations"," m²",0]
[null,"8.3.9","Extra-over for Backfill or for Fill Material against Structures "]
["SECTION 4: GABIONS"]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT "]
["SABS 1200D: EARTHWORKS"]
[null,"8.3.3","Restricted Excavation "]
[null,"8.3.3 a)","Restricted excavation in all materials and use for backfilling or fill, as specified and carting away and spoiling excess unsuitable materials to an approved Municipal Lanfill site irrespective of any freehaul distance"]
[1,null," To underside of Gabions and Link Mattressess","m³",330,null,{"$f":"E15*F15","v":0}]
[null,"8.3.5","Extra Excavation in all Materials to Provide Working Space around Structure"]
[2,null,"Working space around excavations"," m²",310,null,{"$f":"E17*F17","v":0}]
[null,"8.3.9","Extra-over for Backfill or for Fill Material against Structures "]
[3,null,"Against Gabions"," m³",540,null,{"$f":"E19*F19","v":0}]
["SABS 1200DM: EARTHWORKS ROADS"]
[null,"8.3.3","Treatment of road-bed"]
[null,"a)","Road-bed preparation and compaction of material to"]
[4,null,"minimum of 93% of modified AASHTO maximum density for Gabions/Reno Matrasses(where required by Engineer)","m³",200,null,{"$f":"E23*F23","v":0}]
["SABS 1200DK GABIONS AND PITCHING"]
[null,"8.2.2","Gabions Eastern Embankment and Mesh \"Gabion Baskets\""]
[null,null,"Mesh Type 60 double twisted hexagonal galvanized mesh"]
[5,null,"Gabions 1x1x2m to sides of concrete abutment","m³",200,null,{"$f":"E27*F27","v":0}]
[6,null,"Gabions 1x1x2m to sides of concrete access road","m³",1500,null,{"$f":"E28*F28","v":0}]
[]
[null,null,"Mesh Mattressess with mesh Type 60 double twisted hexagonal galvanized mesh"]
[7,null,"Bed mattress 2x1x0.3m","m³",100,null,{"$f":"E31*F31","v":0}]
[]
[null,"8.2.4","Geotextile (or geomembrane)"]
[8,null,"Filter fabric Bidim A6 or similar approved: Supply geotextile, cutting, waste, placing, joining, overlapping and fastening geotextile in position to external face of baskets","m²",1200,null,{"$f":"E34*F34","v":0}]
[9,null,"Filter fabric Bidim A4 or similar approved: Supply geotextile, cutting, waste, placing, joining, overlapping and fastening geotextile in position to underside of mattressess","m²",1700,null,{"$f":"E35*F35","v":0}]
[]
[null,"8.2.2","Gabions Eastern Embankment and Mesh \"Gabion Baskets\""]
[null,null,"Mesh Type 60 double twisted hexagonal galvanized mesh"]
[10,null,"Gabions 1x1x2m to sides of concrete abutment","m³",200,null,{"$f":"E39*F39","v":0}]
[11,null,"Gabions 1x1x2m to sides of concrete access road","m³",600,null,{"$f":"E40*F40","v":0}]
[]
[null,null,"Mesh Mattressess with mesh Type 60 double twisted hexagonal galvanized mesh"]
[12,null,"Bed mattress 2x1x0.3m","m³",50,null,{"$f":"E43*F43","v":0}]
[]
[null,"8.2.4","Geotextile (or geomembrane)"]
[13,null,"Filter fabric Bidim A6 or similar approved: Supply geotextile, cutting, waste, placing, joining, overlapping and fastening geotextile in position to external face of baskets","m²",400,null,{"$f":"E46*F46","v":0}]
[14,null,"Filter fabric Bidim A4 or similar approved: Supply geotextile, cutting, waste, placing, joining, overlapping and fastening geotextile in position to underside of mattressess","m²",1350,null,{"$f":"E47*F47","v":0}]
[]
[null,"8.2.2","Approach Road"]
[null,null,"Mesh Mattressess with mesh Type 60 double twisted hexagonal galvanized mesh"]
[15,null,"Bed mattress 2x1x0.3m","m³",140,null,{"$f":"E51*F51","v":0}]
[]
["Total Gabions (Carried to Summary)",{"$nulls":5},{"$f":"SUM(G13:G52)","v":0}]

{"sheet":"Section 5 - Piling","index":4,"n_rows":78,"n_cols":7,"rows_kept":78,"merged":[[0,0,0,6],[2,0,2,6],[9,0,9,6],[12,0,12,6],[17,0,17,6],[77,0,77,2]]}
["SECTION 5: GABIONS"]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT "]
["SABS 1200D: EARTHWORKS"]
[null,"8.3.3","Restricted Excavation "]
[null,"8.3.3 a)","Restricted excavation in all materials and use for backfilling or fill, as specified and carting away and spoiling excess unsuitable materials"]
[1,null," To underside of Gabions","m³",34]
[null,"8.3.5","Extra Excavation in all Materials to Provide Working Space around Structure"]
[2,null,"Working space around excavations"," m²",0]
[null,"8.3.9","Extra-over for Backfill or for Fill Material against Structures "]
["SECTION 5: PILING"]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT "]
[]
["SABS 1200D: BULK EARTWORKS"]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE"," AMOUNT "]
[null,"8.3.2","Bulk Excavation cut to fill"]
[null,"8.3.2 a)","Excavate in all materials and use for embankment or backfill or dispose, as ordered"]
[1,null,"To form platform for piling equipment on Western bank","m³",120,null,{"$f":"E17*F17","v":0}]
["SABS 1200F: PILING"]
[null,null,"DESIGN, SUPPLY AND INSTALLATION OF ODEX PILES"]
[]
[null,null,"Setting up equipment at each position for installing piles on Western  Bank (Price to include for moving the equipment across the river and back on completion by a means determined by the piling contractor. The piling contractor must visit the site beforehand to aquint himself with the conditions and restriction on site as no claims due to want of knowledge will be entertained)"]
[]
[null,null,"GUARANTEE AND INSURANCE"]
[]
[null,null,"Provision of the specified piling guarantee and insurance","Item",1,null,{"$f":"E25*F25","v":0}]
[]
[null,null,"ESTABLISHMENT"]
[]
[null,null,"Transporting and establishment on site of necessary plant for the execution of the work and removal thereof on completion","Item",1,null,{"$f":"E29*F29","v":0}]
[]
[null,null,"Setting up plant at pile position","No",42,null,{"$f":"E31*F31","v":0}]
[]
[null,null,"Surveyor establishment","Item",1,null,{"$f":"E33*F33","v":0}]
[]
[null,null,"Setting out of piles","No",42,null,{"$f":"E35*F35","v":0}]
[]
[null,null,"As built survey after pile installation","No",42,null,{"$f":"E37*F37","v":0}]
[]
[null,null,"PILES DESIGNED BY THE CONTRACTOR"]
[]
[null,null,"Design, Supply and Installation of Piles suitable for the following working loads, etc including concrete reinforcement, couplings, drilling, driving or boring etc., complete and disposal of surplus excavation material to a dumping site to be located by the contractor"]
[]
[null,null,"490mm Diameter piles with a load capacity of 800kN","No",42,null,{"$f":"E43*F43","v":0}]
[]
[null,null,"TESTING"]
[]
[null,null,"Load Testing:"]
[]
[null,null,"The load test is to be completed within 28 days of installing the first pile. The test procedure shall be the British procedure.  Piles shall be deemed to satisfy the test requirements if the minimum settlement measured at the pile cap does not exceed 10mm under the normal load, 18mm under the maximum load and 12mm for the residual settlement after removal of all load. It is required that the working pile will have to be tested to 1,5 times the working load.  The piles to be tested will be selected on site by the Consulting Structural Engineer.  The test will require deflection measurements at two independent localities on the pile accurate to 0,1mm. The set up reading of these deflections is to be approved by the Consulting Structural Engineer."]
[]
[null,null,"Transporting and establishment on site of necessary testing plant for the execution of the work and removal thereof on completion.","Item",2,null,{"$f":"E51*F51","v":0}]
[]
[null,null,"Piles to be load tested for loads up to 1,5 times the working load including down drag forces. Exact positions to be agreed in due course.","No",3,null,{"$f":"E53*F53","v":0}]
[]
[null,null,"Integrity Testing:"]
[]
[null,null,"The contractor is to note that all piles to be integrity tested."]
[]
[null,null,"Establishment for Sonic Integrity Testing","No",42,null,{"$f":"E59*F59","v":0}]
[]
[null,null,"Allow for sonic integrity testing of all installed piles","No",42,null,{"$f":"E61*F61","v":0}]
[]
[null,null,"TEST BLOCKS"]
[]
[null,null,"Grout cube testing (set of six cubes per day)","Item",1,null,{"$f":"E65*F65","v":0}]
[6,null,"Setting up equipment at each position for installing piles on Eastern Bank","No",21,null,{"$f":"+F66*E66","v":0}]
[4,null,"Setting up equipment at each position for installing piles on Western  Bank (Price to include for moving the equipment across the river and back on completion by a means determined by the piling contractor. The piling contractor must visit the site beforehand to aquint himself with the conditions and restriction on site as no claims due to want of knowledge will be entertained)","No",21,null,0]
[null,null,"Form shaft for min 500mm diameter concrete permanently case cast in-situ percussion drilled piles (rate to include permanent casings and any attachements that may be required for casing or end percussion hammer/fittings) "]
[5,null,"a) Soft Material……...  0m - 7,5m","m",315,null,0]
[6,null,"b) Hard Material…7,5 - 10m","m",105,null,0]
[7,null,"High tensile steel reinforcement","t",1.2,null,0]
[8,null,"Mild steel reinforcement","t",7.8,null,0]
[9,null,"Form a minimum 1.5 meter socket into 'hard' rock formation, (In No 42 piles)","m",63,null,0]
[10,null,"Concrete grade 30/13 or as per manufacturers specification in cast in-situ piles","m³",82,null,0]
[11,null,"Strip head of  min 500 mm diameter cast in-situ pile","No",42,null,0]
[12,null,"Allow for pile echo tests on selected piles","No",42,null,0]
[]
["Total Piling (Carried to Summary)",{"$nulls":5},{"$f":"SUM(G16:G77)","v":0}]

{"sheet":"Section 6 - PrefabricatedBridge","index":5,"n_rows":26,"n_cols":7,"rows_kept":26,"merged":[[0,0,0,6],[2,0,2,6],[9,0,9,6],[11,0,11,6],[25,0,25,2]]}
["SECTION 5: GABIONS"]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT "]
["SABS 1200D: EARTHWORKS"]
[null,"8.3.3","Restricted Excavation "]
[null,"8.3.3 a)","Restricted excavation in all materials and use for backfilling or fill, as specified and carting away and spoiling excess unsuitable materials"]
[1,null," To underside of Gabions","m³",34]
[null,"8.3.5","Extra Excavation in all Materials to Provide Working Space around Structure"]
[2,null,"Working space around excavations"," m²",0]
[null,"8.3.9","Extra-over for Backfill or for Fill Material against Structures "]
["SECTION 5: PREFABRICATED BRIDGE (BUDGETORY ALLOWANCE)"]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT "]
["PREFABRICATED STRUCTURAL STEEL BUDGETORY ALLOWANCE "]
[1,null,"Supply and deliver to site Mabey Compact 200 Panel Bridge 25m clear span","Item",1,{"v":7650000,"d":"R7,650,000.00"},{"$f":"+F13*E13","v":{"v":7650000,"d":"R7,650,000.00"}}]
[2,null,"Install Mabey Compact 200 Panel Bridge","Item",1,{"v":1250000,"d":"R1,250,000.00"},{"$f":"+F14*E14","v":{"v":1250000,"d":"R1,250,000.00"}}]
{"$rows_empty":11}
["Total Bridge (Carried to Summary)",{"$nulls":5},{"$f":"SUM(G13:G25)","v":{"v":8900000,"d":"R8,900,000.00"}}]

{"sheet":"Section 7 - Roads (2)","index":6,"n_rows":122,"n_cols":7,"rows_kept":122,"merged":[[0,0,0,6],[2,0,2,6],[9,0,9,6],[11,0,11,6],[121,0,121,2]]}
["SECTION 5: GABIONS"]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT "]
["SABS 1200D: EARTHWORKS"]
[null,"8.3.3","Restricted Excavation "]
[null,"8.3.3 a)","Restricted excavation in all materials and use for backfilling or fill, as specified and carting away and spoiling excess unsuitable materials"]
[1,null," To underside of Gabions","m³",34]
[null,"8.3.5","Extra Excavation in all Materials to Provide Working Space around Structure"]
[2,null,"Working space around excavations"," m²",0]
[null,"8.3.9","Extra-over for Backfill or for Fill Material against Structures "]
["SECTION 7: ROADWORKS (PROVISIONAL"]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT "]
["SABS 1200D: EARTHWORKS"]
[null,"8.3.3","Restricted Excavation "]
[null,"8.3.3 a)","Site clearance"]
[1,null,"Allow for clearing the site of all rubbish, vegetation matter, grass, shrubs, bushes, small trees etc. not exceeding 200mm girth, remove from site to a dumping ground to be located by the Contractor.","m²",3270,null,{"$f":"E15*F15","v":0}]
[2,null,"Stripping average 150mm thick layer of top soil and stockpiling on site","m²",3270,null,{"$f":"E16*F16","v":0}]
[null,"8.3.5","BULK EXCAVATION, FILLING, ETC."]
[2]
[null,"8.3.9","Open face excavation in earth over sloping site"]
[3]
[null,"8.3.3","Open face excavation to form platforms for roads,  parking areas, etc.","m³",{"v":1200,"d":"1,200"},null,{"$f":"E21*F21","v":0}]
[null,"a)"]
[4,null,"Excavation in earth not exceeding 2m deep"]
[null,"8.2.2"]
[null,null,"To form platform","m³",{"$f":"E16","v":{"v":3270,"d":"3,270"}},null,0]
[5]
[6,null,"Extra over bulk excavation in earth for excavation in"]
[]
[null,null,"Hard rock","m³",39,null,0]
[7]
[null,null,"Extra over all excavations for carting away"]
[null,"8.2.4"]
[8,null,"Surplus material from excavations and/or stock piles on site to a dumping site to be located by the Contractor","m³",{"$f":"E16","v":{"v":3270,"d":"3,270"}},null,0]
[9]
[null,null,"Keeping excavations free of water"]
[null,"8.2.2"]
[null,null,"Keeping excavations free of all water other than subterranean water","Item",1,null,0]
[10]
[11,null,"EARTH FILLING, ETC"]
[]
[null,null,"Earth filling obtained from the excavations and/or prescribed stockpiles on site compacted to 98% Mod. AASHTO density"]
[12]
[null,null,"Over site to form platforms for roads, parking areas, etc.","m³",600,null,{"$f":"E43*F43","v":0}]
[null,"8.2.4"]
[13,null,"Selected G7 filling material supplied by the contractor and carted onto site, consolidated in 150mm thick layers and compacted to 95% Mod. AASHTO maximum density"]
[14]
[null,null,"Over site to form platforms for  roads, parking areas, etc","m³",{"$f":"E33","v":{"v":3270,"d":"3,270"}},null,{"$f":"E47*F47","v":0}]
[]
[null,null,"PRECAST CONCRETE PAVING BLOCKS"]
[]
[null,null,"Paving is to be laid in accordance with SABS 1200MJ, SABS 1058 and the Concrete Masonry Association's Specification"]
[]
[null,null,"Corobrik\" or equal and approved clay paver size 220 x 108.5 x 50mm chamfered and nibbed in colour \"Burgundy\" or equal and approved interlocking roadstone paving on and including 20mm thick layer of river sand"]
[]
[null,null,"50mm Paving to parking areas etc to falls (LI)","m²",435,null,{"$f":"E55*F55","v":0}]
[{"$nulls":6},{"$f":"E56*F56","v":0}]
[null,null,"Corobrik\" or equal and approved clay paver size 220 x 108.5 x 50mm chamfered and nibbed in colour \"Nutmeg\" or approved interlocking roadstone paving on and including 20mm thick layer of river sand",{"$nulls":3},0]
[{"$nulls":6},0]
[null,null,"50mm Paving to parking areas etc to falls (LI)","m²",22,null,0]
[{"$nulls":6},0]
[null,null,"Corobrik\" or equal and approved clay paver size 220 x 108.5 x 50mm chamfered and nibbed in colour \"Tuscan Blend\" or approved interlocking roadstone paving on and including 20mm thick layer of river sand",{"$nulls":3},0]
[{"$nulls":6},0]
[null,null,"50mm Paving to parking areas etc to falls (LI)","m²",{"v":1775,"d":"1,775"},null,0]
[{"$nulls":6},0]
[null,null,"Corobrik\" or equal and approved  clay cobble size 108.5 x 108.5 x 50mm chamfered and nibbed in colour \"ONYX\" or approved interlocking roadstone paving on and including 20mm thick layer of river sand",{"$nulls":3},0]
[{"$nulls":6},0]
[null,null,"50mm Paving to parking areas etc to falls (LI)","m²",315,null,0]
[]
[null,null,"Corobrik\" or equal and approved clay cobble size 108.5 x 108.5 x 50mm chamfered and nibbed in colour \"Cederberg\" or approved interlocking roadstone paving on and including 20mm thick layer of river sand"]
[]
[null,null,"50mm Paving to parking areas etc to falls (LI)","m²",3,null,0]
[{"$nulls":6},0]
[null,null,"Corobrik\" or equal and approved clay paver size 220 x 108.5 x 50mm chamfered and nibbed in colour \"Graphite\" or approved interlocking roadstone paving on and including 20mm thick layer of river sand"]
[]
[null,null,"50mm boarder paving tile to parking areas etc to falls (LI)","m²",289,null,0]
[]
[null,null,"ROAD MARKING"]
[]
[null,null,"Two coats reflective road marking paint on tarmacadam"]
[]
[null,null,"100mm Wide white lines (unbroken) with an approved road marking paint","m",205,null,0]
[]
[null,null,"100mm Wide white lines (broken) with an approved road marking paint","m",230,null,0]
[]
[null,null,"100mm Wide yellow lines (unbroken) with an approved road marking paint","m",230,null,0]
[]
[null,null,"'Pedestrian Crossing'' 7000mm wide.","m",14,null,0]
[]
[null,null,"Paraplegic symbol exceeding 2m2 and not exceeding 4m2","No",2,null,0]
[]
[null,null,"Numeral or letter not exceeding 2m2","No",17,null,0]
[]
[null,null,"Traffic arrow exceeding 2m2 not exceeding 4m2","No",24,null,0]
[]
[null,null,"Yield Sign\" exceeding 2m2 not exceeding 4m2","No",4,null,0]
[]
[null,null,"Loading Sign\" exceeding 2m2 not exceeding 4m2","No",2,null,0]
[]
[null,null,"Speed Hump\" size (5300 x 3500mm wide)","No",18,null,0]
[]
[null,null,"Road signs"]
[]
[null,null,"Standard \"RMT1 STOP\" sign with 50mm diameter galvanised mild steel post bedded in and including unreinforced concrete base, including any necessary excavation, paint finish, etc","No",1,null,0]
[]
[null,null,"Standard \"EXIT\" sign with 50mm diameter galvanised mild steel post bedded in and including unreinforced concrete base, including any necessary excavation, paint finish, etc","No",1,null,0]
[]
[null,null,"PRECAST KERBS"]
[]
[null,null,"Precast concrete finished smooth on exposed surfaces including bedding, jointing and pointing"]
[]
[null,null,"Kerb (SABS 927 figure 7) with 45 x 125mm unreinforced concrete footing, 250 x 250mm triangular concrete haunching at back of each joint and 300 x 150mm concrete infill infront with cement grouted joints, including excavations, backfilling, etc (LI)","m",{"$f":"1962*4","v":{"v":7848,"d":"7,848"}},null,0]
[{"$nulls":6},0]
[null,null,"Kerb (SABS 927 figure 7) but circular on plan not exceeding 4m radius formed with short lengths of straight kerb (LI)","m",{"$f":"2*195","v":390},null,0]
[{"$nulls":6},0]
[null,null,"Edge restraint beam",{"$nulls":3},0]
[{"$nulls":6},0]
[null,null,"Reinforced concrete (25MPa/19mm) edge restraint beam 300 x 300mm high including excavation, backfilling, concrete, formwork, reinforcement (100kg/m3), steel floating, etc. (LI)","m",96,null,0]
[{"$nulls":6},0]
[null,null,"Wood float finish to falls to top of concrete to top of beams (LI)","m²",31,null,0]
[{"$nulls":6},{"$f":"E120*F120","v":0}]
[]
["Total Roadworks (Carried to Summary)",{"$nulls":5},{"$f":"SUM(G13:G121)","v":0}]

{"sheet":"Contract Participation Goals ","index":7,"n_rows":26,"n_cols":7,"rows_kept":26,"merged":[[0,0,0,6],[2,0,2,6],[9,0,9,6],[11,0,11,6],[25,0,25,2]]}
["SECTION 5: GABIONS"]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT "]
["SABS 1200D: EARTHWORKS"]
[null,"8.3.3","Restricted Excavation "]
[null,"8.3.3 a)","Restricted excavation in all materials and use for backfilling or fill, as specified and carting away and spoiling excess unsuitable materials"]
[1,null," To underside of Gabions","m³",34]
[null,"8.3.5","Extra Excavation in all Materials to Provide Working Space around Structure"]
[2,null,"Working space around excavations"," m²",0]
[null,"8.3.9","Extra-over for Backfill or for Fill Material against Structures "]
["SECTION 8: CONTRACT PARTICIPATION GOALS "]
["ITEM NO","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT "]
[]
[]
[null,null,"Note to tenderers: As CPGs may not provide any bidder a competitive advantage. Provisional amounts and fixed percentages for profit and attendance have been provided. Only the provisional amount will be adjusted once the awarded tender amount and/or the beneficiaries have been appointed, and the final values have been ascertained. "]
[1,null,"MINIMUM TARGETED ENTERPRISE DEVELOPMENT"]
[1.1,null,"A provisional amount has been allowed for in the execution of this project as described in  C3.1 Project Specifications. The provisional amount allowed is for the appointment of training coordinator, mentor, training service providers and training of the beneficiary enterprises including monitoring and monthly reporting.","PS",1,null,{"v":785000,"d":"R785,000.00"}]
[1.2,null,"Allowance for profit all inclusive of associated costs to the contractor for implementation. ","%",1,{"v":0.05,"d":"5%"}]
[1.3,null,"Allowance for attendance all inclusive of associated costs to the contractor for implementation. ","%",1,{"v":0.05,"d":"5%"}]
[]
[2,null,"MINIMUM TARGETED SKILLS DEVELOPMENT GOALS "]
[2.1,null,"A provisional amount has been allowed for the Minimum Targeted  Development CPG in the execution of this project as described in  C3.1 Project Specifications"]
[null,null,"\n• stipends payable to the beneficiaries \n• appointment of training coordinator\n• appointment of mentor (where applicable)\n• appointment of training service providers \n• other additional costs as per table 3 of the Standard                                                          • monitoring and monthly reporting\n\n","PS",1,null,{"v":812000,"d":"R812,000.00"}]
[2.2,null,"Allowance for profit all inclusive of associated costs to the contractor for implementation. ","%",1,{"v":0.05,"d":"5%"}]
[2.3,null,"Allowance for attendance all inclusive of associated costs to the contractor for implementation. ","%",1,{"v":0.05,"d":"5%"}]
[]
["Total Roadworks (Carried to Summary)",{"$nulls":5},{"$f":"SUM(G13:G25)","v":{"v":1597000,"d":"R1,597,000.00"}}]

{"sheet":"Summary","index":8,"n_rows":25,"n_cols":4,"rows_kept":25,"merged":[[0,0,0,3],[2,0,2,3],[9,0,9,3],[24,0,24,1]]}
["SECTION 5: GABIONS"]
["ITEM NO","DESCRIPTION","UNIT","AMOUNT "]
["SABS 1200D: EARTHWORKS"]
[null,"Restricted Excavation "]
[null,"Restricted excavation in all materials and use for backfilling or fill, as specified and carting away and spoiling excess unsuitable materials"]
[1," To underside of Gabions","m³"]
[null,"Extra Excavation in all Materials to Provide Working Space around Structure"]
[2,"Working space around excavations"," m²"]
[null,"Extra-over for Backfill or for Fill Material against Structures "]
["FINAL SUMMARY"]
["SECTION","DESCRIPTION",null,"AMOUNT "]
[1,"PRELIMINARY AND GENERAL",null,{"$f":"+'Section 1 - P&G'!F25","v":0}]
[2,"EARTHWORKS",null,{"$f":"+'Section 2 - Earthworks'!G91","v":0}]
[3,"CONCRETE ABUTMENTS",null,{"$f":"+'Section 3 - Concrete Abutments'!G55","v":0}]
[4,"GABIONS",null,{"$f":"+'Section 4 - Gabion'!G53","v":0}]
[5,"PILING",null,{"$f":"+'Section 5 - Piling'!G78","v":0}]
[6,"PREFABRICATED BRIDGE ( BUDGETORY ALLOWANCE)",null,{"$f":"+'Section 6 - PrefabricatedBridge'!G26","v":{"v":8900000,"d":"R8,900,000.00"}}]
[7,"ROADWORKS (PROVISIONAL)",null,{"$f":"'Section 7 - Roads (2)'!G122","v":0}]
[8,"CONTRACT PARTICIPATION GOALS ",null,{"$f":"'Contract Participation Goals '!G26","v":{"v":1597000,"d":"R1,597,000.00"}}]
[null,null,"SUB TOTAL A",{"$f":"SUM(D12:D18)","v":{"v":8900000,"d":"R8,900,000.00"}}]
[]
[null,"Allow 5% Contingency Amount for the unforeseen and the sum provided is under the sole control of the client and upon approval by the Client Representative and deducted in whole or in part.",null,{"$f":"5%*D20","v":{"v":445000,"d":"R445,000.00"}}]
[null,null,"SUB TOTAL B",{"$f":"SUM(D22,D20)","v":{"v":9345000,"d":"R9,345,000.00"}}]
[null,"Allow 15%  Value Added Tax (VAT)"]
["TOTAL (INCL. VAT) ( SUBTOTAL B PLUS VAT) ",null,null,{"$f":"D23","v":{"v":9345000,"d":"R9,345,000.00"}}]