GS1UMM AL GHAWARIF STR, UNDABOUT - PHASE I (BRIDGE) BILL OF QUANTITIES GRAND SUMMARY Bill No. Bill No 1 Preliminaries Bill No 2 Earthworks Bill No 3 Granular Sub-base and Base Course Bill No 4 Bituminous Pavement Bill No 5 Concrete and Concrete Structures Bill No 8 Drainage and Service Ducts Bill No 9 Slope Protection and Stablization Bill No 11 Bridge Bearings, Expansion Joints, Joint Seals Bill No 12 Sidewalk, Paved Areas and curbs Bill No 13 Safety Barriers, Delineators and Fences. Bill No 14 Highway Sign & Road Marking Bill No 15 Electrical Fittings Bill No 16 Landscaping Bill No 17 Utilities Bill No 18 Provisional Sum Bill No 19 Dayworks Sub Total R O Contingencies 10% of total excluding bill no 1, 18 & 19 GRAND TOTAL R O Description Amount R.O. In words : The Total Tender Value is Rials Omani …………………………………………………………………………. ………………………………………………………………………………………………………………………………… Name of The Tenderer : ………………………………………………………………… Date: ……………………… CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 1 - PRELIMINARIES Item No. 100 PRELIMINARIES 101 Bonds & Insurances 101.1 101.2 101.3 101.4 101.5 Performance Bond (Clause 10) Insurance of Works (Clause 21) Damage of Persons & Properties (Clause 22) Third Party Insurance (Clause 23) Accident or Injury to Workmen (Clause 24) 104 Facilities for the Engineer 104.1 104.2 104.3 104.4 Provision of Engineer's Office(as shown) Maintenance of Engineer's Office Provision of Surveying Instruments Maintenance of Surveying Instruments Month Month Month Month 26 26 24 24 included included included included included Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 1 - PRELIMINARIES Item No. Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 104.5 104.6 Provision of Laboratory Maintenance of Laboratory Month Month 24 24 106 Contractor's Compound 106.1 106.2 Mobilization and Demobilization of Contractor's Facilities Maintenance of Contractors Facilities 107 Maintenance and Protection of Traffic 107.1 Preparation of diversion as per approval of ROP, Maintence and protection of traffic incl.detours & signs etc. 108 Progress Photograghs 108.1 Provision of negatives & 6 sets of photographs (10x15cm). Month 24 months 24 L.S Month 1 24 Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 1 - PRELIMINARIES Item No. 109 Sign Board 109.1 Provision, erection, maintenance and removing of project sign boards( metallic) 110 Commemorative Plaque 110.1 Supply and erection of commemorative plaque (optional) No. LS 1 No. 2 Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 110.2 Opening Ceremony 111 Compliance with Tender Document 111.1 Allow for all costs and expenses for complying with all the conditions and requirements stipulated in the Tender Documents including all clauses of the Standard Conditions of Contract which the tenderer considers have financial implications on his tender and which are not covered separately in the various pay items of the Bill of Quantities Clause no………………. Clause no………………. Clause no………………. Clause no………………. L.S. L.S. L.S. L.S. Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 1 - PRELIMINARIES Item No. SUMMARY Page No. Page No. Page No. 1-1 1-2 1-3 Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Carried to Grand Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 2 - EARTHWORKS Item No. 200 EARTHWORKS 201 Clearing and Grubbing 201.1 Removal and delivery of trees of girth 300 or more 202 Removal of Structures and Obstructions 202.1 202.2 202.3 202.4 202.5 202.6 202.7 202.8 202.9 Removal of reinforced/plain Concrete ( including Bldg) Cum 10,100 81,000 5,300 4,300 8,400 22,200 63,200 21,200 350 160 200 1,000 160 Nr. 350 Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Scarifying and removal of existing Bituminous pavement(any thickness)sqm Milling and removal of existing Bituminous pavement (50 to 70mm) Scarifying and removal of existing Concrete pavement Removal of existing fences Removal of existing block or masonary wall(incl bldg) Removal of existing kerb Scarification & removal of existing interlock tiles Removal of existing bollard sqm cum Lm cum Lm sqm Nr cum Lm Lm nr 202.10 Removal of mortared rip-rap 202.11 Removal of Pipe Culvert 202.12 Removal of Damaged Steel Safety barrier 202.13 Removal of Existing sign-boards any type Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 2 - EARTHWORKS Item No. Description 203 Earthworks Excavation 203.1 203.3 203.4 Suitable excavation to embankment Un-suitable excavation to waste in soil to reduce level Borrow excavation to embankment 200 EARTHWORKS 206 Excavation and Backfilling for Structures 206.1 206.2 206.3 206.4 206.5 206.6 206.7 206.8 Structural Excavation in soils to a depth of 2 m Structural Excavation in rock to a depth of 2 m Structural Excavation in soils of depth more than 2m Structural Excavation in rock of depth more than 2m Extra over item nos.204.1 above for excavation under water Extra over item nos.204.2 above for excavation under water Extra over item nos.204.3 above for excavation under water Extra over item nos.204.4 above for excavation under water Cu.m Cu.m Cu.m Cu.m cu m cu m cu m cu m 18,000 8,000 9,000 1,000 100 100 100 100 Cu.m Cu.m Cu.m 93,200 190,400 408,450 Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 2 - EARTHWORKS Item No. Description 207 REINFORCED EARTHWORK 207.1 Precast rienforced concrete facia panels with approved decorative surface finish for reinforced earthwork including excavation, foundation concrete, elements for reinforced earthwork, fasteners, filter media, drainage layer, drain pipes, coping beams, other required accessories, etc. all complete as per approved drawings Supply, placement and compaction for selected backfill for the reinforced earth wall Crash barrier, friction slab, and all other associated works for reinforced earth wall sq m 9,500 Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 207.2 cum 46,000 207.3 lin m 2,850 Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 2 - EARTHWORKS Item No. SUMMARY Page No. 2-1 Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Page No. 2-2 Page No. 2-3 Carried to Grand Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 3 - GRANULAR SUB-BASE AND BASE COURSE Item No. Description 300 - GRANULAR SUB-BASE AND BASE COURSE 302 Granular Sub-base 302.1 302.2 Granular Sub-base Class B in pavement Granular Sub-base Class B below interlock tile Cu.m Cu.m 70,900 190,800 Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 303 Granular Sub-base 302.1 Aggregate Base Course B Cu.m 55,000 Carried to Grand Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 4 - BITUMINOUS PAVEMENT. Item No. Description 400 - BITUMINOUS PAVEMENT 401 Bituminious Prime Coat and Tack Coat 401.1 401.1 Bituminous prime coat (MC 70) Bituminous tack coat (RC 250) 402 Bituminous Base-Course 402.1 Bituminous Base Course as per spec Cu.m 33,700 Kg Kg 397,180 553,900 Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 402.2 Increase or decrease in bituminous content in base course from nominal rate Bituminous Wearing Course As per spec Increase or decrease in bituminous content in wearing coat from nominal rate Kg Cu.m Rate only 31,925 405.1 405.2 Kg Rate only Carried to Grand Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 5 - CONCRETE AND CONCRETE STRUCTURS. Item No. Description 500 - CONCRETE AND CONCRETE STRUCTURES 504 Concrete for Structures 504.1 a) Concrete Class 12/20 in blinding below foundations, approach slab, etc. for flyover b) Concrete Class 12/20 in blinding for reinforced conctrete box culverts, inlet and outlet structures c) Concrete Class 36/20 in foundation/underground portion of structure in sulphate resistant cement for flyover d) Concrete Class 36/20 in abutment, abutment-cap, dirt wall, etc. above ground for flyover with approved decorative surface e) Concrete Class 36/20 in pier, piercap, pedestal, etc.for flyover with approved decorative surface finish f) Concrete Class 36/20 in approach slab for flyover g) Concrete Class 45/20 in prestressed conctrete box girder superstructure h) Concrete Class 36/20 in reinforced conctrete for new box culverts and widening of existing box culverts including, inlet and outlet structures j) Concrete Class 36/20 in reinforced conctrete abutments, wing walls, returnwalls, etc. and their foundations for vehicular underpass with approved decorative finish on visible concrete surfaces i) Concrete Class 36/20 in reinforced conctrete columns, column-heads, their fpondations, etc. for vehicular underpass with approved decorative finish on visible concrete surfaces k) Concrete Class 36/20 in reinforced concrete deck slab, beam, etc. for vehicular underpass cu m cu m cu m cu m cu m cu m cu m cu m 600 970 7,150 2,530 275 300 7,370 9,300 Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO cu m 1,430 cu m 115 cum 850 Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 5 - CONCRETE AND CONCRETE STRUCTURS. Item No. Description 500 - CONCRETE AND CONCRETE STRUCTURES 506 Prestressing for Structures 506.1 High tensile prestressing steel 19T13 strands tonne 585 Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 509 Reinforcing Steel 509.1 a) High yield steel bar reinforcement of any diameter for all structures excluding culverts across wadi b) High yield steel bar reinforcement of any diameter for reinforced conctrete box culverts including inlet and outlet structures 509.2 Mild steel bar reinforcement of any diameter 509.3 Mesh reinforcement of any size tonne 3,610 tonne 1,050 tonne tonne 10 10 Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 5 - CONCRETE AND CONCRETE STRUCTURS. Item No. SUMMARY Page No. 5-1 Page No. 5-2 Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Carried to Grand Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 8 - DRAINAGE AND SERVICE DUCTS. Item No. 800 Description DRAINAGE AND SERVICE DUCTS Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 803 Storm Sewers 803.1 Storm sewer pipes of following dia including excavation and grannular backfill a) UPVC pipe 200 mm diameter b) HDPE non-pressure pipe 400 mm diameter c) HDPE non-pressure pipe 500 mm diameter d) HDPE non-pressure pipe 600 mm diameter e) HDPE non-pressure pipe 700 mm diameter f) HDPE non-pressure pipe 800 mm diameter g) HDPE non-pressure pipe 900 mm diameter 803.2 Extra over item 803.1 for excavation in rock for storm sewer 804 Catch Basins, Catch Pits, Manholes, Curb Inlets, Ditch Inlets and Outlets 804.1 Reinforced concrete catch pits 804.2 Reinforced concrete manhole including cover a) 1.5 m diameter b) 1.8 m diameter 804.2 Extra over item 804.1 for excavation in rock for storm sewer nr nr cu m 310 430 260 nr 480 lin m lin m lin m lin m lin m lin m lin m cu m 8,800 400 2,200 14,100 1,500 3,100 3,000 1,300 Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 8 - DRAINAGE AND SERVICE DUCTS. Item No. 800 Description DRAINAGE AND SERVICE DUCTS Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 805 Waterproofing for Structures 805.1 Bituminous waterproofing membrane (3mm thick) 805.2 Bituminous protection board (6mm thick) sq m sq m 14,500 14,500 2,200 805.2 3 coat Bituminous paint over concrete structures in contact with soil sq m 806 Drainage for Structures 806.1 Gully grate and frame as in drawing(heavy duty) a) in bridge portion b) in road portion 806.2 Remove carefully and relocate carefully Gully grate and frame as shown in drawing(heavy duty) or as per direction of engineer 806.2 Drainage pipe in structures (150mm dimeter) in piers 807 Service Ducts 807.1 Service duct (PVC pipes, 150mm diameter x 2 numbers) 807.2 Extra over item 807.1 for excavation in rock for service duct lin m cu m lin m nr nr 14 780 300 600 1,800 100 Carried to Summary: Page 8-26 CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 8 - DRAINAGE AND SERVICE DUCTS. Item No. Description 800 - DRAINAGE & SERVICE DUCTS 807 Service Ducts 807.1 AC 150 mm dia. one way with concrete surrounding (Class 16/20) including duct markers (concrete class 28/20, size 250 mm x 250 mmx 300 mm) ropes, excavation & backfilling. AC 150 mm dia. two way with concrete surrounding (Class 16/20) including duct markers (concrete class 28/20, size 250 mm x 250 mmx 300 mm) ropes, excavation & backfilling. UPVC 150 mm dia. two way with concrete surrounding (Class 16/20) including duct markers (concrete class 28/20, size 250 mm x 250 mmx 300 mm) ropes, excavation & backfilling. UPVC 150 mm dia. one way with concrete surrounding (Class 16/20) including duct markers (concrete class 28/20, size 250 mm x 250 mmx 300 mm) ropes, excavation & backfilling. Lm 8,000 Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 807.2 Lm 2,000 807.3 Lm 2,000 807.3 Lm 100 Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 8 - DRAINAGE AND SERVICE DUCTS. Item No. SUMMARY Page No. Page No. Page No. 8-1 8-2 8-3 Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Carried to Grand Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 9 - SLOPE PROTECTION AND STABILIZATION. Item No. Description 900 - SLOPE PROTECTION AND STABILIZATION 901 Rip Rap 901.1 Loose stone riprap in protection 901.2 Mortared stone riprap in protection 902 Gabions 902.1 Gabion of approved size 907 Filter Layers 907.1 Granular filter layer (600mm thickness) 907.2 Fabric membrane filter layer sq m sq m 1,100 180 cu m 300 cum cum 120 3,500 Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Carried to Grand Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 11 - BRIDGE BEARINGS, EXPANSION JOINTS, JOINT SEALS AND FILLERS Item No. Description Unit 1100 - BRIDGE BEARINGS, EXPANSION JOINTS, JOINT SEALS AND FILLERS 1101 Bridge Bearings Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 1101.1 Pot Bearings a) Type-1: Fixed bearing, maximum vertical load 8900 kN, maximum horizontal load 890 kN b) Type-2: Sliding bearing allowing movement only across direction of traffic, maximum vertical load 10250 kN, maximum horizontal load 1025 kN c) Type-3: Sliding bearing allowing movement only along direction of traffic, maximum vertical load 8350 kN, maximum horizontal load 835 kN d) Type-4: Sliding bearing allowing movement along and across direction of traffic, maximum vertical load 12900 kN e) Type-5: Sliding bearing allowing movement only along direction of traffic, maximum vertical load 4150 kN, maximum horizontal load 415 kN nr 3 nr 4 nr nr 4 10 nr 4 Carried to Summary: page 11-30 CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 11 - BRIDGE BEARINGS, EXPANSION JOINTS, JOINT SEALS AND FILLERS Item No. Description Unit 1100 - BRIDGE BEARINGS, EXPANSION JOINTS, JOINT SEALS AND FILLERS 1101 Bridge Bearings Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 1101.1 Pot Bearings f) Type-6: Sliding bearing allowing movement along and across direction of traffic, maximum vertical load 6600 kN g) Type-7: Fixed bearing, maximum vertical load 5650 kN, maximum horizontal load 470 kN h) Type-8: Sliding bearing allowing movement only across direction of traffic, maximum vertical load 5650 kN, maximum horizontal load 360 kN i) Type-9: Sliding bearing allowing movement only along direction of traffic, maximum vertical load 5650 kN, maximum horizontal load 470 kN j) Type-10: Sliding bearing allowing movement along and across direction of traffic, maximum vertical load 5650 kN 1102 Expansion Joints nr nr 8 4 nr 8 nr nr 4 8 1102.1 Bridge expansion joint (Elastomeric Stripseal type, length = 19.1 lin m) movement range 130 mm nr nr 4 4 1102.2 Bridge expansion joint (Elastomeric Stripseal type, length = 19.1 lin m) movement range 70 mm page 11-31 Carried to Summary: page 11-32 CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 11 - BRIDGE BEARINGS, EXPANSION JOINTS, JOINT SEALS AND FILLERS Item No. SUMMARY Page No. Page No. 11-1 11-2 Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Carried to Grand Summary: page 11-33 page 11-34 CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 12 - SIDEWALKS, PAVED AREAS AND CURBS. Item No. Description Unit 1200 - SIDEWALKS, PAVED AREAS & CURBS 1202 Curbs Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 1202.1 Removal and Relocate Precast concrete curbs including foundation any type Lin.m 21,000 1202.2 Removal and relocating precast concrete curbs (edge type) including foundation 1202.2 1202.3 Precast concrete curbs, Class 28/20 (Mountable or non-mountable) Precast concrete curbs, Class 28/20 (Edge type) for pavement edge and other protection Precast concrete curbs, Class 28/20 (Lip type) Lin m 10,000 Lin.m Lin.m 32,000 24,000 1202.3 Lin.m sqm sqm 1,000 109,000 46,500 1203.3 Interlock tiles 60mm thick in sidewalk, median and other island 1203.3 Remove carefully & relocation of Interlock tiles in sidewalk, median and other island page 12-66 Carried to Grand Summary: page 12-66 CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 13 - SAFETY BARRIERS, DELINEATORS AND FENCES. Item No. Description Unit 1300 - SAFETY BARRIERS, DELINEATORS AND FENCES 1301 Corrugated Steel Beam Safety Barrier Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 1301.1 Removal & Relocation of Fixing corrugated steel beam safety barrier type including foundation, posts, anchorage and connections. 1301.2 Fixing corrugated steel beam safety barrier type C including foundation, posts, anchorage and connections. 1302 Concrete Safety Barrier Lin.m 350 Lin.m 2,500 1302.1 Reinforced concrete safety barrier on flyover (including steel reinforcement) (a) Span portion of flyover (b) Span portion of vehicular underpass (c) Ramp portion of flyover (d) Ramp portion of vehicular underpass 1303 Reflectorised Markers for Safety Barriers 1303.1 Reflectorised markers attached to guardrail 1303.2 Reflectorised markers attached to concrete nr nr 1,250 1,520 lin m lin m lin m lin m 670 50 2,200 1,200 page 13-37 Carried to Grand Summary: page 13-38 CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 14 - HIGHWAY SIGNS AND ROAD MARKINGS Item No. Description 1400 - HIGHWAY SIGNS AND ROAD MARKINGS 1401 Highway Signs 1401.1 Removal and relocation of Existing single post sign any type 1401.2 Removal and relocation of Existing double post sign any type 1401.2 Fixing of Triangular sign of side 900mm 1401.2 Fixing of Circular sign 900dia 1401.2 Fixing of Stop sign 1401.3 (i) Highway signs, rectangular, area 2.16 sq.m for sharp deviation signs. (ii) Highway signs, rectangular, area 1.08 sq.m (iii) Highway signs, rectangular, area 2.0 sq.m for directional signs. (iv) Extra over for rectangular Highway signs 1401.4 (i) Sign post support assembly 100 mm dia (single) (ii) Sign post support assembly 150 mm dia (double) 1401.5 Provide & Fixing of Flag post in the median Nr. Nr. Nr. Nr. Nr. Nr. Nr. Nr. Sq.m Nr. Nr. Nr. 80 72 160 55 15 32 52 48 80 330 152 235 Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 14 - HIGHWAY SIGNS AND ROAD MARKINGS Item No. 1402 Road Markings 1402.1 Traffic Lines( Mechanically sprayed) 1402.2 Special Marking ( Hand sprayed) 1402.3 Curb painting ( Black and Yellow) Sq. m Sq.m Sqm 11,728 3,400 24055 Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 14 - HIGHWAY SIGNS AND ROAD MARKINGS Item No. SUMMARY Page No. Page No. 14-1 14-2 Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Carried to Grand Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 15 - ELECTRICAL INSTALLATIONS Item No. Description 1500 - ELECTRICAL INSTALLATIONS 1506.1 Street Light Feeder pillar 200A, 415V, 6Way (SLFP) with all accessories for auto operation,earthing & civil foudations 1507.1 Laying & termination of 4Cx 50mm2 XLPE/SWA/PVC/Cu Cable in uPVC duct pipe including trenching and backfilling (Prov) 1507.2 Laying & termination of 1Cx 35mm2 PVC/Cu Cable in uPVC duct pipe including trenching and backfilling (Prov) 1507.3 Laying & termination of 4Cx 16mm2 XLPE/SWA/PVC/Cu Cable in uPVC duct pipe including trenching and backfilling (Prov) 1507.4 Laying & termination of 1Cx 10mm2 PVC/Cu Cable including trenching and backfilling (Prov) 1508.1 Removal and Relocation of Existing street light fixtures & poles as per Engineers direction 1508.2 Street Light Type SL1 Supply & Installation of 9 M double arm decorative ornamental die cast aluminium street light pole with RCC foundation and 2 no of 400 W HPSV lamp street light lantern in cast aluminium body with aluminium reflector and polycarbonate diffuser C/W HPFelectromagnetic control gear, porcelian E40 lamp holder and MCB cut out box, as per specification & drawing. lin m lin m Nr Nr 8400 8400 150 150 lin m lin m 600 600 nr 6 Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 15 - ELECTRICAL INSTALLATIONS Item No. Description 1500 - ELECTRICAL INSTALLATIONS 1508.3 Street Light Type SL2 Supply & Installation of 9 M single arm decorative ornamental die cast aluminium street light pole with RCC foundation and 1 no of 400 W HPSV lamp street light lantern in cast aluminium body with aluminium reflector and polycarbonate diffuser C/W HPFelectromagnetic control gear, porcelian E40 lamp holder and MCB cut out box, as per specification and drawing. 1508.4 Street Light Type EL1 Supply & Installation of surface mounted 1no of 400 W HPSV lamp flood light lantern in cast aluminium body with aluminium reflector and polycarbonate diffuser C/W HPFelectromagnetic control gear, porcelian E40 lamp holder , cabling and conduiting to feeder pillar as per specification / drawing. Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO nr 175 nr 16 1511.1 Supply & Installation of fully automatic Traffic signal at 2 R/A and relocation and LS upgradation of existing traffic signal at 1 R/A including Traffic Control Systems and all fixtures, cables etc as per satisfaction of engineer including traffic count & analysis 1512.1 Twin rod earthing installation complete with all accessories & Civil Works nr 12 Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 15 - ELECTRICAL INSTALLATIONS Item No. SUMMARY Page No. Page No. 15-1 15-2 Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Carried to Grand Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 16 - LANDSCAPING Item No. 1600 - LANDSCAPE 1602.1 Seeding and growing of grass type Paspalum spp including 0.3m sweet soil bed 1602.2 Seasonal flowers Multicolor including bed-depth 0.45m auto operation to allow minimum two changes per year 1602.3 Plantation of shrub for hedges including sweet soil 40 to 60cm overal height and as per specification (prov) (i)Clarodandrum inerme, planted in double row (ii) Dodonea viscosa (iii) Leucophyllum frutescens double row (iv) Hamelia Patens 1602.4 Ground Cover Alternanthera versicolor or carissa grandiflora 20-30cm spread, green carpet or any other type 1602.5 Plantation of tree including pits and sweet soil as per specification (i) Azederacha indica, 1.5m clear stem (ii) Cocus nucifera, 2.0-2.5m clear trunk (iii) Phoenix Tactylifra (iv)Conocarpus lancifolius, 1.8m overal height (v) Delonix Regia, 1.8m clear stem (vi Terminalia Cattapa, 1.8m clear stem (vii) Ziziphus jujube, 1.8m clear stem (viii) Lagerstroimia Speciosa (ix)Casianodosa 1602.6 Removal, relocation or existing tree any type (provisional) sqm sqm 12000 3000 Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Lm Lm Lm Lm Nrs 200 200 200 200 300 Nrs Nrs Nrs Nrs Nrs Nrs Nrs Nrs Nrs Nrs 110 100 25 150 30 30 20 10 35 20 Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 16 - LANDSCAPING Item No. 1600 - LANDSCAPE 1604.1 Provision of irrigation materials & equipments for irrigation of all proposed plantation including electrical installation, spray heads, bubbler and polyethelene Tubing and Fitting, pumps including commissioning and testing Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Prov Sum 100,000.000 Carried to Summary: 250,000.000 CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No.16 -LANDSCAPING Item No. SUMMARY Page No. 16-1 Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Page No. 16-2 Carried to Grand Summary: Page 17-51 CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 17 - UTILITIES Item No. 1700 - UTILITIES 1701 Utilities 1701.1 Removal, relocation and protection of existing telephone line including manholes, markers including all as per concerned department approval ( Provisional ) Removal & Dismantling of existing electric poles (any kind) including O/H lines / conductors and handing over to concern authorities as per Engineers instruction. Removal, relocation and protection of existing water pipeline including manholes, markers as per concerned department approval ( Provisional ) Removal, relocation and protection of existing irrigation line including manholes, markersas per concerned department approval ( Provisional ) Removal, relocation, Laying & termination of 4Cx 300mm2 XLPE/SWA/PVC/Cu Cable in uPVC duct pipe including trenching and backfilling (Provisional) Removal, relocation, Laying & termination of 4Cx 240mm2 XLPE/SWA/PVC/Cu Cable in uPVC duct pipe including trenching and backfilling (Provisional) Lm 2000 Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 1701.2 Nrs 80 1701.3 Lm 2000 1701.4 Lm 2000 1707.5 Lm 1000 1707.6 Lm 500 Carried to Grand Summary: Page 17-52 Page 17-53 CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 17 - UTILITIES Item No. 1700 - UTILITIES 1701 Utilities 1707.7 Removal, relocation, Laying & termination of 4Cx 185mm2 XLPE/SWA/PVC/Cu Cable in uPVC duct pipe including trenching and backfilling (Provisional) Removal, relocation, Laying & termination of 4Cx 50mm2 XLPE/SWA/PVC/Cu Cable in uPVC duct pipe including trenching and backfilling (Provisional) Removal, relocation, Laying & termination of 4Cx 35mm2 XLPE/SWA/PVC/Cu Cable in uPVC duct pipe including trenching and backfilling (Provisional) Lm 200 Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 1707.8 Lm 100 1707.9 Lm 100 1707.10 Removal, relocation, Laying & termination of 1Cx 70mm2 PVC/Cu 1707.11 Supply & Laying of 150mm Dia uPVC Class O Duct Pipe including trenching and backfilling 1707.12 Removal, relocation, 400A 6 Way 415V Mini Feeder Pillar 1707.13 Removal, relocation, 200A 4 Way 415V Mini Feeder Pillar 1707.14 Lm Lm Nrs. Nrs. 100 100 8 6 Removal, relocation of existing power sub-station including RMU, transformer, fidder pillar, cables including all connections and boundary wall 6 Nrs as per concerned department approval ( Provisional ) Carried to Grand Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION BILL OF QUANTITIES BILL No. 17 - UTILITIES Item No. SUMMARY Page No. 17-1 Description Page 17-54 January 2009, Revision R1 AT SALALAH Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Page No. 17-2 Carried to Grand Summary: Page 17-55 January 2009, Revision R1 Page 17-56 CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 18 - PROVISIONAL SUM Item No. 1800 - Provisional Sum 1701 Utilities 1801.1 1801.2 Confirmatory subsoil investigation by specialist Contractor Provision for the Design of Underpass Near Hafa House at Al-Rabat Road Provision for the Construction of Underpass Near Hafa House at Al-Rabat Road Provision for the glowing overhead sign Provision for New Jersey Crash Barrier n0t less than 1m height prov sum Prov Sum 15,000.000 50,000.000 Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 1801.3 Prov Sum 350,000.000 1801.4 1801.4 Prov Sum Lm rate only 10,000.000 Carried to Grand Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 19 - DAYWORKS Item No. 1900 - DAYWORKS 1901 Wages Labour These rates for the following trades shall be deemed to cover salaries or wages, supervision, timekeeping, insurance, holidays with pay, reduced productivity during Ramadan, bonus payments, profit and medical insurance etc 1901.1 1901.2 1901.3 1901.4 1901.5 1901.6 1901.7 1901.8 1901.9 1901.10 1901.11 1901.12 1901.13 1901.14 1901.15 Supervisor Site Surveyor Foreman 1st Class Operator 2nd Class Operator Mechanic Driver Skilled Labour Ordinary Labour Mason Painter Carpenter Steel Fitter Electrician Semi Skilled Labour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour 50 50 50 50 50 50 50 100 100 100 50 50 50 50 50 Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 19 - DAYWORKS Item No. Description 1902 Operating Equipment on Site These rates shall be deemed to include for the use of all plant inclusive of all fuel, consumable stores, overhauls, repairs and replacements, and all other charges relating to the plant including haulage to and from the site. Payment for working plant shall be for the actual hours worked only. No allowance for standing time will be made. 1902.1 1902.2 1902.3 1902.4 1902.5 1902.6 1902.7 1902.8 1902.9 1902.10 1902.11 1902.12 1902.13 1902.14 1902.15 1902.16 1902.17 1902.18 Motor grader from 100 HP upto 120 HP Motor grader from 120 HP upto 150 HP Tractor from 60 to 100 HP Bulldozer with ripper from 100 HP to 150 HP Bulldozer with ripper from 150 HP to 220 HP Bulldozer with ripper from 250 HP to 300 HP Wheel tractor up to 50 HP Motor scraper capacity up to 18 cu.m Motor scraper capacity from 18 to 24 cu.m Vibratory compactor with prime mover up to 5 tonnes Vibratory compactor with prime mover from 5 to 10 tonnes Pneumatic compactor with prime mover from 30 to 50 tonnes. Pneumatic self – propelled roller from 15 to 20 tonnes Tandem roller up to 8 tonnes Triaxle roller from 10 to 15 tonnes Light frog-rammer 0.5 tonnes Heavy frog-rammer 0.5 tonnes Wheel loader 1.2 to 1.6 cu.m Hour Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 19 - DAYWORKS Item No. Description Unit Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO 1902.19 Wheel loader from 1.6 cu.m to 2.5 cu.m 1902.20 Excavator up to 0.8 cu.m 1902.21 Excavator from 0.8 cu.m to 1.2 cu.m 1902.22 Tanker truck up to 6 cu.m 1902.23 Dump truck from 10 tonnes 1902.24 Dump truck from 10 tonnes to 15 tonnes 1902.25 Crushing plant with primary and secondary from 60 to 100 t/h 1902.26 Air compressor over 6000 l/m 1902.27 Air compressor up to 6000 l/m 1902.28 Mechanical broom 1902.29 Power Water Pump 1902.30 Concrete mixer up to 0.5 cu.m 1902.31 Concrete mixer over 0.5 cu.m 1902.32 Automatic concrete batch plant without mixing drum 1902.33 Transmixer up to 5 cu.m 1902.34 Concrete vibrator 1902.35 Crane up to 5 tonnes 1902.36 Crane with boom and jib, 5 to 10 tonnes 1902.37 Crane with boom and jib ovr 10 tonnes 1902.38 Generator 60 kw 1902.39 Generator 75 kw 1902.40 Generator 100 kw 1902.41 Generator 150 kw 1902.42 Generator 200 kw 1902.43 Gravel Strewer 20 20 20 20 20 20 10 10 10 10 10 10 10 10 10 10 10 10 10 20 20 20 20 20 10 Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 19 - DAYWORKS Item No. 1903 Materials These rates include all the charges for the supply of the materials, loading, transport to site, unloading and stores as well as all the charges provided for in the specification and in the contract 1903.1 1903.2 1903.3 1903.4 40 mm coarse aggregate for concrete 20 mm coarse aggregate for concrete Fine aggregate for concrete Aggregate for sub-base course in accordance with Specification M3 M3 M3 M3 1903.5 Aggregate for bituminous base course in accordance with Specification 1903.6 Portland cement 1903.7 Sulphate resisting Portland cement 1903.8 Deformed High yield steel reinforcing bars 1903.9 8 mm dia 1903.10 12 mm dia 1903.11 16 mm dia 1903.12 20 mm dia 1903.13 25 mm dia 1903.14 Epoxy coated high yield reinforcing bars 1903.15 8 mm dia 1903.16 12 mm dia 1903.17 16 mm dia 1903.18 20 mm dia 20 20 20 100 100 5 5 2 2 2 2 2 2 2 2 2 Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Ton Ton Ton Ton Ton Ton Ton Ton Ton Ton Ton Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 19 - DAYWORKS Item No. 1903.19 1903.20 1903.21 1903.22 1903.23 1903.24 1903.25 1903.26 1903.27 Description Unit Lubricant Gas oil, on site Gasoline, on site Steel paint Asphalt cutback primer MC 70 Asphalt cement grade 60-70 on site Highway Signs Highway Sign support-1 post Highway Sign support-2 post Kg Ltr Ltr Ltr Ton Estimated Quantity 10 50 100 20 5 5 10 5 5 Unit Rate ( RO ) Words Figures Amounts RO Ton Sqm Nr Nr Carried to Summary: CONSTRUCTION OF GRADE SEPARATED INTERCHANGE AT AL-RABAT ITEEN ROAD INTERSECTION AT SALALAH BILL OF QUANTITIES BILL No. 19 - DAYWORKS Item No. SUMMARY Page No. Page No. Page No. Page No. Page No. 19-1 19-2 19-3 19-4 19-5 Description Unit Estimated Quantity Unit Rate ( RO ) Words Figures Amounts RO Carried to Grand Summary: