ATTACHMENT_J-3_Task_Order_Bill_of_Quantity.xlsx

XLSX spreadsheet 73 KB Posted Jan 5, 2017

Attached to: Building Foundations Program Federal contract opportunity
Solicitation number: SOL-294-17-000002
Issued by: US Agency for International Development West Bank and Gaza

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Building Foundations RFP No. SOL-294-17-000002 / Attachment J-3: Task Order BOQ

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File	Type	Posted
Attachment_J-6_RFTOP_TASK_ORDER_Attachment_J.1_Task_Order_Bill_of_Quantities_BOQ_Rev_03_.xlsx	XLSX spreadsheet	Mar 7, 2017
Amendment_No._Five_to_RFP_No._SOL-294-17-000002_Building_Foundations.pdf	PDF	Mar 7, 2017
Attachment_J-6_RFTOP_Task_Order.Attachment_J-7_Annex_A_Addendum_Items.pdf	PDF	Feb 15, 2017
Amendment_No._4_SF_30.pdf	PDF	Feb 15, 2017
Attachment_J-6_RFTOP_TASK_ORDER_Attachment_J.1_Task_Order_Bill_of_Quantities.xlsx	XLSX spreadsheet	Feb 15, 2017
RFP_No._SOL294-17-000002_Building_Foundations_Program_Q&As.pdf	PDF	Feb 15, 2017
Attachment_J-9_Initial_Environmental_Examination_Building_Foundations.pdf	PDF	Feb 15, 2017
Amendment_No_4_Cont.pdf	PDF	Feb 15, 2017
Attachment_J-4_SF-LLL_Disclosure_of_Lobbying_Activities.pdf	PDF	Feb 15, 2017
RFP_No._SOL_294-17-000002_Amendment_No._3.pdf	PDF	Jan 26, 2017
RFP_No._SOL_294-17-000002_Amendment_No._3_Annex_1_Part_A.pdf	PDF	Jan 26, 2017
RFP_No._SOL_294-17-000002_Amendment_No._3_Annex_1_Part_B.pdf	PDF	Jan 26, 2017
Amendment_No._2_RFP_No._SOL-294-17-000002.pdf	PDF	Jan 19, 2017
Amendment_No._1_RFP_No._SOL-294-17-000002.pdf	PDF	Jan 12, 2017
ATTACHMENT_J-1_-_Mission_Order_21.pdf	PDF	Jan 5, 2017
ATTACHMENT_J-5_SECURITY_PLAN_GUIDANCE.pdf	PDF	Jan 5, 2017
Attachment_J-2_-_VAT_Guidance.pdf	PDF	Jan 5, 2017
ATTACHMENT_J-8_Past_Performance_Matrix.xlsx	XLSX spreadsheet	Jan 5, 2017
RFP_No._SOL_294-17-000002_Building_Foundations_Cover_Letter.pdf	PDF	Jan 5, 2017
Attachment_J-6_RFTOP_Task_Order.pdf	PDF	Jan 5, 2017
RFP_No._SOL_294-17-000002_SF1442.pdf	PDF	Jan 5, 2017
RFP_No._SOL_294-17-000002.Building_Foundations.pdf	PDF	Jan 5, 2017

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Cover Sheet

BILL OF QUANTITIES

for

RFP No. SOL 294-17-000002 / RFTOP

YATTA DISTRIBUTION NETWORK REHABILITATION AND EXTENSION PROJECT

BOQ Rev. 01

CONTRACT NO.

INFRASTRUCTURE NEEDS PROGRAM INPII

Water Project

West Bank

Yatta Distribution Network Rehabilitation and Extension

RFTOP: WATER-294-16-0000XX BOQ Rev. 01

TASK ORDER SUMMARY

BILL OF QUANTITIES

RFTOP: WATER-294-16-0000XX

TASK ORDER SUMMARY SHEET

Item No.	Description of Works	Price
1	Yatta Transmission Mains & Distribution Networks	$ - 0
2	500 m³ Beit Emra Elevated Reservoir	$ - 0
3	1000 m³ At Grade School Reservoir	$ - 0
4	5000 m³ At Grade Khallet Saleem Reservoir	$ - 0
Sub-Total		$ - 0
5	Mobilization - 4% of sub-total cost	$ - 0
	Demobilization - 1% of sub-total cost	$ - 0
Total		$ - 0
6	Day Works	$ 850,000.00
Total of All Works		$ 850,000.00
Total in words
Address:

Date: November 2016

Signature and stamp:

Yatta Distribution Network Rehabilitation and Extension

RFTOP: WATER-294-16-0000XX BOQ Rev. 01

Yatta T. Mains & Dist. Networks

BILL OF QUANTITIES - YATTA TRANSMISSION MAINS & DISTRIBUTION NETWORKS
THE COSTS PROVIDED BY THE CONTRACTOR IN THIS BILL OF QUANTITIES ARE ALL INCLUSIVE FOR THE WORK DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS, WHETHER SPECIFICALLY MENTIONED IN THE BELOW DESCRIPTIONS OR NOT.
Item	Description	Unit	Quantity	Unit Price ($)	Amount ($)
1	Trench Excavation and Backfill. Trench dimensions and backfill zones are shown on details C-201, C-202, C-203, C-204, C-210, C-211, C-212 and C-213
1.1	Trench excavation for pipelines: Excavation of trenches in all earth types (soil and / or rock) and disposal of excess materials to locations acceptable to the Engineer and local authorities. Trench dimensions are shown on details C-DT21 & C-DT23
1.1.1	Triple line trench excavation for DN300 mm, DN250 and DN200 mm pipes from Khalet Saleem Reservior .	lm	820		$ - 0
1.1.2	Triple line trench excavation for DN200, DN150 and DN50 mm pipes for Beit emra Reservaior .	lm	295		$ - 0
1.1.3	Double line trench excavation for DN150 and DN 50 mm pipes for Beit emra Reservaior .	lm	1,130		$ - 0
1.1.4	Trench Excavation for 150mm pipes for Beit emra Reservaior .	lm	440		$ - 0
1.1.5	Double line trench excavation for DN150 and DN150 mm pipes for Beit emra Reservaior .	lm	325		$ - 0
1.1.6	Four line trench excavation for DN300, DN300, DN200 and DN50 mm pipes	lm	770		$ - 0
1.1.7	Triple line trench excavation for DN300 mm, DN200 and DN50 mm pipes	lm	5,665		$ - 0
1.1.8	Triple line trench excavatio for DN300,DN300 and DN50 mm pipes for school's Reservaior.	lm	165		$ - 0
1.1.9	Double line trench excavation for DN300 and DN300 mm pipes for Hureiz and Al-Arus Reservoirs.	lm	320		$ - 0
1.1.10	Trench excavation for DN200 mm pipes, from Khalet Saleem Reservior .	lm	255		$ - 0
1.1.12	Trench Excavation for 150mm pipes in Yatta Distribution	lm	4,450		$ - 0
1.1.13	Trench Excavation for 100mm pipes in Yatta Distribution	lm	16,975		$ - 0
1.1.14	Trench Excavation for 75mm pipes in Yatta Distribution	lm	7,000		$ - 0
1.1.15	Trench Excavation for 50mm pipes in Yatta Distribution	lm	4,450		$ - 0
1.2	Pipe and Trench zone and final backfill excluding Surface Restoration
1.2.1	Bedding and Backfill for DN300 mm, DN250 and DN200 mm pipes from Khalet Saleem Reservior .	lm	820		$ - 0
1.2.2	Bedding and Backfill for DN200, DN150 and DN50 mm pipes for Beit emra Reservaior .	lm	295		$ - 0
1.2.3	Bedding and Backfill for DN150 and DN50 mm pipes for Beit emra Reservaior .	lm	1,130		$ - 0
1.2.4	Bedding and Backfill for 150mm pipes for Beit emra Reservaior .	lm	440		$ - 0
1.2.5	Bedding and Backfill for DN150 and DN150 mm pipes for Beit emra Reservaior .	lm	325		$ - 0
1.2.6	Bedding and Backfill for DN300, DN300, DN200 and DN50 mm pipes	lm	770		$ - 0
1.2.7	Bedding and Backfill for DN300 mm, DN200 and DN50 mm pipes	lm	5,665		$ - 0
1.2.8	Bedding and Backfill for DN300,DN300 and DN50 mm pipes for school's Reservaior.	lm	165		$ - 0
1.2.9	Bedding and Backfill for DN300 and DN300 mm pipes for Hureiz and Al-Arus Reservoirs.	lm	320		$ - 0
1.2.10	Bedding and Backfill for DN200 mm pipes, from Khalet Saleem Reservior .	lm	255		$ - 0
1.2.12	Bedding and Backfill for 150mm pipes in Yatta Distribution	lm	4,450		$ - 0
1.2.13	Bedding and Backfill for 100mm pipes in Yatta Distribution	lm	16,975		$ - 0
1.2.14	Bedding and Backfill for 75mm pipes in Yatta Distribution	lm	7,000		$ - 0
1.2.15	Bedding and Backfill for 50mm pipes in Yatta Distribution	lm	4,450		$ - 0
2	Supply ,Install and Deliver Pipes and fittings
2.1	Supply ,Install , Deliver and associated fittings and connect to existing pipes and facilities by Contractor as shown in the drawings
2.1.1	Steel Pipe and fittings, 300 mm	lm	8,995		$ - 0
2.1.2	Steel Pipe and fittings, 250 mm	lm	820		$ - 0
2.1.3	Steel Pipe and fittings, 200 mm	lm	7,805		$ - 0
2.1.4	Steel Pipe and fittings, 150 mm	lm	6,965		$ - 0
2.1.5	Steel Pipe and fittings, 100 mm	lm	16,975		$ - 0
2.1.6	Steel Pipe and fittings, 75 mm	lm	7,000		$ - 0
2.1.7	Steel Pipe and fittings, 50 mm	lm	12,475		$ - 0
2.2	Valves, Connections and Chambers
2.2.1	Isolation Flanged (>2") Buried Gate Valves & Chambers or threaded (≤2") Buried Gate Valves & Valve Box
2.2.1.2	Supply and install DN 50 mm flanged Gate Valve and fittings as per detail C-507 and according to the related clauses of the technical specifications.	ea	65		$ - 0
2.2.1.3	Supply and install DN 80 mm threaded Gate Valve and fittings as per detail C-530 and according to the related clauses of the technical specifications.	ea	15		$ - 0
2.2.1.4	Supply and install DN 100 mm threaded Gate Valve and fittings as per detail C-530 and according to the related clauses of the technical specifications.	ea	42		$ - 0
2.2.1.5	Supply and install DN 150 mm threaded Gate Valve and fittings as per detail C-530 and according to the related clauses of the technical specifications.	ea	20		$ - 0
2.2.1.6	Supply and install DN 200 mm threaded Gate Valve and fittings as per detailC-530 and according to the related clauses of the technical specifications.	ea	4		$ - 0
2.2.1.7	Supply and install DN 300,300,200 & 50mm Valves as per detail M-CD-079 and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.1.8	ditto but for DN 300,200,50 Valves.	ea	8		$ - 0
2.2.1.9	ditto but for DN 150,200,50 Valves .	ea	1		$ - 0
2.2.1.9	Supply and install Reinforced Concrete for a complete chamber for DN 50 mm flanged Gate Valve as per detail C-507 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	65		$ - 0
2.2.1.10	Supply and install Reinforced Concrete for a complete chamber for DN 80 mm threaded Gate Valve as per detail C-530 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	15		$ - 0
2.2.1.11	Supply and install Reinforced Concrete for a complete chamber for DN 100 mm threaded Gate Valve as per detail C-530 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	42		$ - 0
2.2.1.12	Supply and install Reinforced Concrete for a complete chamber for DN 150 mm threaded Gate Valve as per detail C-530 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	20		$ - 0
2.2.1.13	Supply and install Reinforced Concrete for a complete chamber for DN 200mm threaded Gate Valve as per detail C-530 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	4		$ - 0
2.2.1.14	Supply and Install Complete Reinforced Concrete chamber for 300,300,200 and 50 mm Valves as per detail S-001 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.1.15	ditto but for DN 300,200,50 Valves.	ea	8		$ - 0
2.2.1.16	ditto but for DN 150,200,50 Valves and asper detail S-001.	ea	1		$ - 0
2.2.2	Combination Air Valve Chambers
2.2.2.1	Supply and install DN 50 mm Combination Air Valve (combination of air and vacuum valve and air release valve) as per detail C505A, and according to the related clauses of the technical specifications.	ea	26		$ - 0
2.2.2.2	Supply and Install Complete Reinforced Concrete chamber for DN 50 mm Combination Air Valve (combination of air and vacuum valve and air release valve)pipelines as per detail C505A including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	26		$ - 0
2.2.2.3	Supply and install DN 75 mm Combination Air Valve (combination of air and vacuum valve and air release valve) pipelines as per detail C505A, and according to the related clauses of the technical specifications.	ea	2		$ - 0
2.2.2.4	Supply and Install Complete Reinforced Concrete chamber for DN 75 mm Combination Air Valve (combination of air and vacuum valve and air release valve) pipelines as per detail C505A including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	2		$ - 0
2.2.2.5	Supply and install DN75,75,75mm Combination Air Valve (combination of air and vacuum valve and air release valve) on DN300,250,200mm pipe as per detail M-CD-080 and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.2.6	Supply and Install Complete Reinforced Concrete chamber for DN75,75,75mm Combination Air Valve (combination of air and vacuum valve and air release valve) on DN300,250,200mm pipe pipelines as per details M-CD-080 and S-01 to S-03 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.2.7	Supply and install DN75,75,75 & 50mm Combination Air Valve (combination of air and vacuum valve and air release valve) on DN300,300,200,50 mm pipe as per detail M-CD-080 and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.2.8	Supply and Install Complete Reinforced Concrete chamber for DN75,75,75 and 50 mm Combination Air Valve (combination of air and vacuum valve and air release valve) on DNDN300,300,200,50 mm pipe pipelines as per details M-CD-080 and S-01 to S-03 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.2.9	Supply and install DN75,75,50mm Combination Air Valve (combination of air and vacuum valve and air release valve) on DN300,200,50mm pipe as per detail M-CD-080 and related works and according to the related clauses of the technical specifications.	ea	8		$ - 0
2.2.2.10	Supply and Install Complete Reinforced Concrete chamber for DN75,75,50mm Combination Air Valve (combination of air and vacuum valve and air release valve) on DN300,200,50 mm pipe pipelines as per details M-CD-080 and S-01 to S-03 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	8		$ - 0
2.2.2.11	Supply and install DN75,50,50mm Combination Air Valve (combination of air and vacuum valve and air release valve) on DN 200, 150,50mm pipe as per detail M-CD-080 and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.2.12	Supply and Install Complete Reinforced Concrete chamber for DN75,50,50mm Combination Air Valve (combination of air and vacuum valve and air release valve) on DN200,150,50 mm pipe pipelines as per details M-CD-080 and S-01 to S-03 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.2.13	Supply and install DN50,50mm Combination Air Valve (combination of air and vacuum valve and air release valve) on DN150,150mm pipe as per detail M-CD-080 and related works and according to the related clauses of the technical specifications.	ea	3		$ - 0
2.2.2.14	Supply and Install Complete Reinforced Concrete chamber for DN50,50mm Combination Air Valve (combination of air and vacuum valve and air release valve) on DN150,150 mm pipe pipelines as per details S-01 to S-03 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	3		$ - 0
2.2.3	Washout Chamber
2.2.3.1	Supply and install 50 mm washout on 50,80,100 mm pipes as per detail C-503 washout outfall in urban areas" and according to the related clauses of the technical specifications.	ea	25		$ - 0
2.2.3.2	Supply and Install Complete Reinforced Concrete chamber for 50 mm washout on DN 50,80,100 mm pipes as per detail C-503 washout outfall in urban areas"including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	25		$ - 0
2.2.3.3	Supply and install 75 mm washout on DN 150,200,250 mm pipes as per detailC-503 washout outfall in urban areas" and according to the related clauses of the technical specifications.	ea	5		$ - 0
2.2.3.4	Supply and Install Complete Reinforced Concrete chamber for DN 75 mm washout on DN DN 150,200,250 mm mm pipes as per detail C-503 washout outfall in urban areas"including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	5		$ - 0
2.2.3.5	Supply and install 100,75,50 mm washout on DN 300,200,50mm pipes as per detail M-CD-078 and related works and according to the related clauses of the technical specifications.	ea	7		$ - 0
2.2.3.6	Supply and Install Complete Reinforced Concrete chamber for 100,75,50 mm washout on DN 300,200,50mm pipes as per detail S-01 to S-03 washout outfall in urban areas"including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	7		$ - 0
2.2.3.7	Supply and install 100,100,75 mm washout on DN 300,250,50mm pipes as per detail M-CD-078 and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.3.8	Supply and Install Complete Reinforced Concrete chamber for 100,100,75 mm washout on DN 300,250,50mm pipes as per detail S-01 to S-03 washout outfall in urban areas"including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.3.9	Supply and install 100,100,75,50 mm washout on DN 300,300,200,50 mm pipes as per detail M-CD-078 and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.3.10	Supply and Install Complete Reinforced Concrete chamber for 100,100,75,50 mm washout on DN 300,300,200,50mm pipes as per detail S-01 to S-03 washout outfall in urban areas"including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.3.11	Supply and install 75,75,50 mm washout on DN 300,200,50mm pipes as per detail M-CD-078 and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.3.12	Supply and Install Complete Reinforced Concrete chamber for 75,75,50 mm washout on DN 300,200,50mm pipes as per detail S-01 to S-03 washout outfall in urban areas"including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.3.13	Supply and install 75,50 mm washout on DN 150,50mm pipes as per detail M-CD-078 and related works and according to the related clauses of the technical specifications.	ea	2		$ - 0
2.2.3.14	Supply and Install Complete Reinforced Concrete chamber for 75,50 mm washout on DN 150,50mm pipes as per detail S-01 to S-03 washout outfall in urban areas"including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	2		$ - 0
2.2.3.15	Supply and install 75,75 mm washout on DN 150,150mm pipes as per detail M-CD-078 and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.3.16	Supply and Install Complete Reinforced Concrete chamber for 75,75 mm washout on DN 150,150mm pipes as per detail S-01 to S-03 washout outfall in urban areas"including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.4	Service Connection Chambers
2.2.4.1.1	Supply and install all Mechanical valves, fittings for the Flow Monitoring Vault and all fittings needed outside the chambers for Beit Amra service connection (CP-068) on DN 150mm pipe as per Standard Drawing and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.4.1.2	ditto but for Zif I service connection on DN 500mm pipe (CP-069)	ea	1		$ - 0
2.2.4.1.3	ditto but for Zif II service connection on DN 200mm pipe (CP-070)	ea	1		$ - 0
2.2.4.1.4	ditto but for Samou service connection on DN 250mm pipe (CP-071)	ea	1		$ - 0
2.2.4.1.5	ditto but for Al rihiya I connection on DN 300mm pipe (CP-072)	ea	1		$ - 0
2.2.4.1.6	ditto but for Al rihiya II connection on DN 300mm pipe (CP-073)	ea	1		$ - 0
2.2.4.2.1	Supply and Install Complete Reinforced Concrete Flow Monitoring Chamber Beit Amra service connection (CP-068) on DN 150mm pipe including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.4.2.2	ditto but for Zif I service connection on DN 500mm pipe (CP-069)	ea	1		$ - 0
2.2.4.2.3	ditto but for Zif II service connection on DN 200mm pipe (CP-070)	ea	1		$ - 0
2.2.4.2.4	ditto but for Samou service connection on DN 250mm pipe (CP-071)	ea	1		$ - 0
2.2.4.2.5	ditto but for Al rihiya I connection on DN 300mm pipe (CP-072)	ea	1		$ - 0
2.2.4.2.6	ditto but for Al rihiya II connection on DN 300mm pipe (CP-073)	ea	1		$ - 0
2.2.4.3	Testing and Commissioning of Electrical and Control System and Equipment complete according to design drawings and specifications	ea	6		$ - 0
2.2.4.4	Scada head end integration and programming per section 13500B, P&ID, drawings and specifications	ea	6		$ - 0
2.2.4.5	Supply Instruments per section 13500A, P&ID, drawings and specifications including all appurtenances required for complete and functional system.	ea	6		$ - 0
2.2.5	CONNECTION CHAMBER
2.2.5.1.1	Supply and install all Mechanical valves, fittings for 500 mm pipe for Alarus & huraiz reservoir connection detail as per sheets M-CD-074 Detail A and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.5.1.2	Supply and Install Complete Reinforced Concrete for 500 mm pipe for Alarus & huraiz reservoir connection detail as per sheets S-001 TO S-003 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.5.1.3	Supply and install all Mechanical valves, fittings for 300 mm pipe for Alarus & huraiz reservoir connection detail as per sheets M-CD-074 Detail B and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.5.1.4	Supply and Install Complete Reinforced Concrete for 300 mm pipe for Alarus & huraiz reservoir connection detail as per sheets S-001 TO S-003 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.5.1.5	Supply and install all Mechanical valves, fittings for 500 mm pipes for schools reservior connection detail as per sheets M-CD-075 Detail A and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.5.1.6	Supply and Install Complete Reinforced Concrete for 500 mm pipes for schools reservior connection detail as per sheets S-001 TO S-003 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.5.1.7	Supply and install all Mechanical valves, fittings for 300 mm pipes for schools reservior connection detail as per sheets M-CD-075 Detail B and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.5.1.8	Supply and Install Complete Reinforced Concrete for 300 mm pipes for schools reservior connection detail as per sheets S-001 TO S-003 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.5.1.9	Supply and install all Mechanical valves, fittings for 300,250mm pipes for mtaref reservior connection detail as per sheets M-CD-076 and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.5.1.10	Supply and Install Complete Reinforced Concrete for 300,250mm pipes for mtaref reservior connection detail as per sheets S-001 TO S-003 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.5.1.11	Supply and install all Mechanical valves, fittings for 300,250mm pipes for khalet saleem reservior connection detail as per sheets M-CD-077 and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.5.1.12	Supply and Install Complete Reinforced Concrete for 300,250mm pipes for khalet saleem reservior connection detail as per sheets M-CD-077 sheets S-001 TO S-003 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	1		$ - 0
2.2.6	Pressure Reducing Valve
2.2.6.1	Supply and install DN 80 mm Pressure Reducing Valve and all mechanical fittings as per detail C-523 and according to the related clauses of the technical specifications.	ea	3		$ - 0
2.2.6.2	Supply and install Reinforced Concrete for a complete chamber for DN 80 mm pressure Reducing Valve as per detail C-523 including excavation, backfilling and coating and related works and according to the related clauses of the technical specifications.	ea	3		$ - 0
3	Pavement repair and reinstatement as per applicable details no. C-DT22 (Quantity measurement per Trench Section Type I Detail C-211)
3.1	Asphalt reinstatement over trench with 150 mm pipes , including 200mm base course layer, 2 asphalt layer 5 cm each, prime coat (MC70), tack coat (RC)as per Specifications and Detail C-212 Type E	lm	446		$ - 0
3.2	Asphalt reinstatement over double trench with 150,150 mm pipes , including 200mm base course layer, 2 asphalt layer 5 cm each, prime coat (MC70), tack coat (RC)as per Specifications and Detail C-212 Type E	lm	194		$ - 0
3.3	Asphalt reinstatement over double trench with 150, 50 mm pipes , including 200mm base course layer, 2 asphalt layer 5 cm each, prime coat (MC70), tack coat (RC)as per Specifications and Detail C-212 Type E	lm	1,115		$ - 0
3.4	Asphalt reinstatement over Triple trench with 200, 250, 300 mm pipes , including 200mm base course layer, 2 asphalt layer 5 cm each, prime coat (MC70), tack coat (RC)as per Specifications and Detail C-212 Type E	lm	20		$ - 0
3.5	Asphalt reinstatement over Triple trench with 200, 50, 300 mm pipes , including 200mm base course layer, 2 asphalt layer 5 cm each, prime coat (MC70), tack coat (RC)as per Specifications and Detail C-212 Type E	lm	5,665		$ - 0
3.6	Asphalt reinstatement over Triple trench with 200, 150, 50 mm pipes , including 200mm base course layer, 2 asphalt layer 5 cm each, prime coat (MC70), tack coat (RC)as per Specifications and Detail C-212 Type E	lm	295		$ - 0
3.7	Asphalt reinstatement over Triple trench with 300, 300, 50 mm pipes , including 200mm base course layer, 2 asphalt layer 5 cm each, prime coat (MC70), tack coat (RC)as per Specifications and Detail C-212 Type E	lm	165		$ - 0
3.8	Asphalt reinstatement over Four pipes trench with 300, 300, 200, 50 mm pipes , including 200mm base course layer, 2 asphalt layer 5 cm each, prime coat (MC70), tack coat (RC)as per Specifications and Detail C-212 Type E	lm	770		$ - 0
3.9	Asphalt reinstatement in narrow roads up to 5.0 m width including 150 mm base course layer, asphalt wearing course layer (6 cm), prime coat (MC70) for the whole width of the road and removal of the asphalted area and reconstruction to match original asphalt level. as per Specifications and detail C-212 Type D	sqm	6,000		$ - 0
3.10	Basecourse reinstatement over trench 50 mm pipes , including 200mm base course layer over trench as per Specifications detail C-212 Type B	lm	1,000		$ - 0
3.11	Basecourse reinstatement over trench 75 mm pipes , including 200mm base course layer over trench as per Specifications detail C-212 Type B	lm	600		$ - 0
3.12	Basecourse reinstatement over trench 100 mm pipes , including 200mm base course layer over trench as per Specifications detail C-212 Type B	lm	500		$ - 0
3.13	Basecourse reinstatement over trench 150 mm pipes , including 200mm base course layer over trench as per Specifications detail C-212 Type B	lm	225		$ - 0
3.14	Basecourse reinstatement including 100mm base course layer for road width as per Specifications detail C-212 Type B	sqm	6,500		$ - 0
3.15	Asphalt reinstatement over trench with 150 mm pipes , including 200mm base course layer, 2 asphalt layer 5 cm each, prime coat (MC70), tack coat (RC)as per Specifications and Detail C-212 Type E	lm	4,450		$ - 0
3.16	Ditto but for 100mm pipe.	lm	16,975		$ - 0
3.17	Ditto but for 75mm pipe.	lm	7,000		$ - 0
3.18	Ditto but for 50mm pipe.	lm	4,450		$ - 0
3.19	Asphalt reinstatement over trench with 200 pipes for 3 meter width, including 200 mm Subgrade 200mm base course layer, asphalt wearing course layer (5 cm), prime coat (MC70) as per Specifications and detail C-212 Type F	Sqm	900		$ - 0
3.20	Milling and Overlay for single lane width with tack coat (RC) and new 40 mm Ac surface layer for as per Specifications and Detail C-212 Type A	Sqm	15,000		$ - 0
4	Cleaning, Washing, Testing & Disinfection of pipelines
4.1	Cleaning, washing, hydraulic test and disinfection for the entire pipelines in the project.	lm	61,200		$ - 0
5	Pipeline marking
5.1	Markers as per Specs & Detail	ea	90		$ - 0
6	Pipeline Reinforced Concrete Encasement
6.1	Concrete encasement	cu m	30		$ - 0
6.2	Reinforced concrete pipe encasement for pipes run on top of culvert, price to include reinforcement bars	cu m	20		$ - 0
10.2	Concrete pipe encasement for pipes slope 10% or above , as per Detail C-DT23 /C213	cu m	50		$ - 0
7	General Requirements
7.1	Training	ls	1		$ - 0
7.2	O&M Technical Manuals	ls	1		$ - 0
7.3	Site inspection/ Support/ Start up	ls	1		$ - 0
Total Carried to Project Summary Sheet					$ - 0
	Unit Legend:

lm	linear meter
sq m	square meter
cu m	cubic meter
ls	lump sum
ea	each

Yatta Distribution Network Rehabilitation and Extension Yatta Transmission Mains and Distribution Networks

RFTOP: WATER-294-16-0000XX Page &P of &N

500 cu m Elevated Beit Emra Res

	BILL OF QUANTITIES - 500 mᶟ BEIT EMRA RESERVOIR - ELEVATED
	THE COSTS PROVIDED BY THE CONTRACTOR IN THIS BILL OF QUANTITIES ARE ALL INCLUSIVE FOR THE WORK DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS, WHETHER SPECIFICALLY MENTIONED IN THE BELOW DESCRIPTIONS OR NOT.
	Item	Description	Unit	Quantity	Unit Price ($)	Amount ($)
	1	GENERAL - SITE PREPARATION AND MISCELLANEOUS WORK
	1.1	Civil Site Preparation
	1.1.1	Demolition, removal, clear and grub site	ls	1		$ - 0
	1.1.2	Site Grading and Preparation	ls	1		$ - 0
	1.1.3	Miscellaneous Excavation: Excavate to the required depth as per design drawings and specifications. Haul off the excess excavated material to an authorized dump site. The Contractor is responsible for locating a dump site at his own expense.	cu m	100		$ - 0
	1.1.4	Miscellaneous Backfilling: Furnishing, leveling, and compaction of selected fill for subgrade layer (excavated selected materials or imported approved materials) as per design drawings and specifications.	cu m	650		$ - 0
	1.1.5	Compacted base course for site grading, 200 mm layer	sq m	360		$ - 0
	1.1.6	Asphalt pavement on site (7 cm), ¾” asphalt mix design including MC	sq m	320		$ - 0
	1.1.7	lean concrete under foundation for reservoir	cu m	20		$ - 0
	1.1.8	Curb stone as shown on detail C-416 and according to the related clauses of the technical specifications.	lm	10		$ - 0
	1.1.9	Drain structure (Outlet) as shown on detail C-332, include headwall or structural wall, rip rap, granular fill material, footing trench filter fabric and etc..., all according to the related clauses of the technical specifications.	ea	2		$ - 0
	1.2	Metal work
	1.2.1	Fence around site perimeter, galvanized steel as shown on detail C-117 Sheet C-DT12 and according to the related clauses of the technical specifications.	lm	95		$ - 0
	1.2.2	Double Leaf Gate Access gate as shown on detail C-117 Sheet C-DT11 and according to the related clauses of the technical specifications.	ea	1		$ - 0
	1.3	Mechanical
	1.3.1	Furnish, install, excavation, backfilling and testing all reservoir inlet, outlet, drain and overflow piping, and appurtenances external to the reservoir and all piping required for connection to internal to the reservoir piping, Reservoir Valve Vault, new and existing pipeline. The price including Furnish and install all other mechanical equipment including tees, Wyes, reducers, flanges, adapters, elbows, pipe support, pipe thimble, Flap valve, Air release valves, Gate valves and any other necessary fittings and associated appearances for a complete and functional Yard piping. The price also include repair and reinstatement works for piping outside the reservoir site.	ls	1		$ - 0
	1.4	Electrical
	1.4.1	Furnish and installation of duct banks	lm	65		$ - 0
	1.4.2	Furnish and installation of pre-cast pullbox as shown in detail No. E-101	ea	1		$ - 0
	1.4.3	Scada head end integration and programming for the site and its facilities and Structures per section 13500B, P&ID, drawings and specifications	ls	1		$ - 0
	1.4.4	Supply Instruments for the site and its facilities and Structures per section 13500A, P&ID, drawings and specifications including all appurtenances required for complete and functional system.	ls	1		$ - 0
	1.4.5	Testing and Commissioning of Electrical and Control Systems and Equipment complete according to design drawings and specifications for the site and its facilities and Structures	ls	1		$ - 0
	2	500 cu. meter RESERVOIR - ELEVATED
	2.1	Civil
	2.1.1	Excavate to the required depth as per specifications and drawings. Haul off the excavated material to an authorized dump site during excavation. The Contractor is responsible for locating a dump site at his own expense.	cu m	220		$ - 0
	2.1.2	Furnishing, leveling, and compacting of subgrade layer as per drawings and specifications.	cu m	30		$ - 0
	2.1.3	Furnish and install subgrade piping including excavation, installation of piping, concrete encasement of piping and testing of piping.	ls	1		$ - 0
	2.1.4	Furnish and install vapor barrier according to design drawings and specifications	ls	1		$ - 0
	2.2	Structural/Architectural
	2.2.1	Furnish and install foundation concrete	cu m	131		$ - 0
	2.2.3	Furnish and install slab-on-grade concrete	cu m	8		$ - 0
	2.2.4	Furnish and install moment frame concrete (elevated tank)	cu m	107		$ - 0
	2.2.5	Furnish and install wall and tank column concrete	cu m	84		$ - 0
	2.2.6	Furnish and install all seismic cans (wall to roof connection detail).	ls	0		$ - 0
	2.2.7	Furnish and install elevated slab concrete	cu m	72		$ - 0
	2.2.8	Furnish and install stair and landing concrete (elevated tank)	cu m	38		$ - 0
	2.2.9	Furnish and install hatches, vents, ladders, railings, grating, and all other miscellaneous metalwork according to design drawings and specifications.	ls	1		$ - 0
	2.2.10	Furnish and install security gate and fence at reservoir base.	ls	1		$ - 0
	2.2.11	Testing Hydraulic Structure Cleaning, Testing and Disinfection the reservoir according to design drawings, specifications and engineer approval	ls	1		$ - 0
	2.3	Coatings
	2.3.1	Furnish and apply all coatings per specifications	ls	1		$ - 0
	2.4	Mechanical
	2.4.1	Furnish and install all piping and appurtenances including control valve, backflow valve, check valve, miscellaneous hangers fittings and all piping required for a fully functional elevated reservoir with connection to yard piping.	ls	1		$ - 0
	2.4.2	Furnish and install all other mechanical equipment and valves as shown on the plans and specifications.	ls	1		$ - 0
	2.4.3	Testing, Adjusting, Cleaning, Disinfection, Commissioning, and Operator Instruction and Training of Plumbing and Mechanical Systems and Equipment complete according to design drawings and specifications	ls	1		$ - 0
	2.5	Electrical
	2.5.1	Furnish and installation of panels, wires, conduits, cables, lights and receptacles according to design drawings and specifications	ls	1		$ - 0
	2.5.2	Design and Furnish and installation of Lightning Protection and Grounding System complete according to specifications for 500cm Reservoir Elevated	ls	1		$ - 0
	2.5.3	Beacon light complete	ea	1		$ - 0
	2.5.4	Furnish and installation of RTU, RTU Panel and breaker Panel, electrical conduit and wire complete for RTU	ea	1		$ - 0
	2.5.5	Furnish and install appropriate antenna and wiring complete per design drawings and specifications	ea	1		$ - 0
	2.5.6	Supply and installation Light pole: 6100mm galvanized (in accordance with ASTM A123M) pole octagonal reinforced shaft on a 15 base plate complete with 50 tubular lighting arm 1500 long. Pole shall be 3.18 thick (min) with minimum yield strength of 331 MPA. Foundation of pole reefer to E-600 on standard details sheet no. E-DT06. Lamp 70W H.P.S with body consists in double valve manufactured in die cast aluminum, locked by one fore stainless steel clip, adjustable reflector made in highly pure aluminum pressed sheet, polished and oxidized. Cut-off optic for flat class version, with very high protection degree IP65. The price include all fittings (cable, pipes, …etc) to have a complete working job.	ea	2		$ - 0
	3	RETAINING WALLS
	3.1	Civil
	3.1.1	Excavate to the required depth as per specifications and drawings. Haul off the excavated material to an authorized dump site during excavation. The Contractor is responsible for locating a dump site at his own expense.	cu m	300		$ - 0
	3.1.2	Furnishing, leveling, and compaction of selected fill for subgrade layer (excavated selected materials or imported approved materials) as per design drawings and specifications.	cu m	50		$ - 0
	3.1.3	Furnish and install drain piping.	lm	40		$ - 0
	3.1.4	Furnish and install filter fabric and drain rock according to design drawings and specifications	ls	1		$ - 0
	3.1.5	Furnish and install base course (150mm in depth) with selected backfill material in layers not to exceed the depth specified after compaction according to design drawings and specifications.	sq m	450		$ - 0
	3.2	Structural
	3.2.1	Furnish and install reinforced concrete foundation according to design drawings and specifications	cu m	200		$ - 0
	3.2.2	Furnish and install reinforced concrete walls / columns according to design drawings and specifications	cu m	100		$ - 0
	3.2.3	Lean Concrete under foundation (10 cm thickness)	cu m	40		$ - 0
	4	Access Road
	4.1	Excavation and Earthworks
	4.1.1	Excavation to specified or directed levels in all materials. Unclassified excavation in the cut sections of the road, including removing existing pavement layers ( in cut or fill sections), watercourses, ditches and Wade relocations and removing of subgrade material classified unsuitable all as and where shown on the drawings, including trimming & grading, mixing & shaping, watering, compaction, testing, all tests required, and hauling the excavated material either to locations for road embankments or to stockpiles or to waste, all according to specifications, drawings and/or as directed by the Engineer. (Note: Suitable Excavated materials to be used for embankment construction along the road will not be paid for as Embankment Materials such as filling layers or rock fill inclusive of processing, transportation and installation and any other works deemed necessary).	Cu m	250		$ - 0
	4.2	Base Course
		Base-course layers - Supply of crushed aggregate base course layer , including spreading, watering, mixing, shaping and compaction according to drawings, specifications and as directed by the Engineer.
	4.2.1	Crushed aggregate Compacted Base Course Layer150 mm thick Class A.	Sq m	1250		$ - 0
	4.3	Asphalt Works
	4.3.1	Bituminous Construction:
Supplying and applying bituminous Prime coat MC (rate of application 0.75 - 2.0 kg/m2), all according to specifications, drawings and/or as directed by the Engineer.	Sq m	500		$ - 0
	4.3.2	Bituminous Wearing Course 3/4":
Supplying, spreading and compacting 70 mm thick bituminous wearing course, including all tests required by specifications, drawings and/or as directed by the Engineer (price shall include but, is not limited to; existing frame and manhole cover adjustment to match the new P.G.L where applicable).	Sq m	500		$ - 0
	4.3.3	Road Marking:
Continuous and/or intermittent Thermoplastic paint as shown on drawings, all according to specifications and/or as directed by the Engineer.	Sq m	125		$ - 0
	5	General Requirements
	5.1	Training	ls	1		$ - 0
	5.2	O&M Technical Manuals	ls	1		$ - 0
	5.3	Site inspection/ Support/ Start up	ls	1		$ - 0
	Total Carried to Project Summary Sheet					- 0
		Unit Legend:
		lm	linear meter
		sq m	square meter
		cu m	cubic meter
		ls	lump sum
		ea	each

Yatta Distribution Network Rehabilitation and Extension 500 m³ Beit Emra Elevated Reservoir

RFTOP: WATER-294-16-0000XX Page &P of &N

1000 cu m At Grade school Res.

BILL OF QUANTITIES - 1000 m³ SCHOOLS RESERVOIR - AT GRADE
THE COSTS PROVIDED BY THE CONTRACTOR IN THIS BILL OF QUANTITIES ARE ALL INCLUSIVE FOR THE WORK DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS, WHETHER SPECIFICALLY MENTIONED IN THE BELOW DESCRIPTIONS OR NOT.
Item	Description	Unit	Quantity	Unit Price ($)	Amount ($)
1	GENERAL - SITE PREPARATION AND MISCELLANEOUS WORK
1.1	Civil Site Preparation
1.1.1	Demolition, removal, clear and grub site	ls	1		$ - 0
1.1.2	Site Grading and Preparation	ls	1		$ - 0
1.1.3	Miscellaneous Excavation: Excavate to the required depth as per design drawings and specifications. Haul off the excess excavated material to an authorized dump site. The Contractor is responsible for locating a dump site at his own expense.	cu m	300		$ - 0
1.1.4	Miscellaneous Backfilling: Furnishing, leveling, and compaction of selected fill for subgrade layer (excavated selected materials or imported approved materials) as per design drawings and specifications.	cu m	300		$ - 0
1.1.5	Compacted base course for site grading, 200 mm layer	sq m	711		$ - 0
1.1.6	Asphalt pavement on site (7 cm), ¾” asphalt mix design including MC	sq m	550		$ - 0
1.1.7	Lean concrete under foundation for reservoir	cu m	30		$ - 0
1.1.8	Curb stone as shown on detail C-416 and according to the related clauses of the technical specifications.	lm	75		$ - 0
1.1.9	Concrete side walk as shown on detail C-418 and according to the related clauses of the technical specifications.	sq m	100		$ - 0
1.1.10	Drain structure (Outlet) as shown on detail C-332, include headwall or structural wall, rip rap, granular fill material, footing trench filter fabric and etc..., all according to the related clauses of the technical specifications.	ea	1		$ - 0
1.2	Metal work
1.2.1	Fence around site perimeter, galvanized steel as shown on detail C-117 Sheet C-DT12 and according to the related clauses of the technical specifications.	lm	70		$ - 0
1.2.2	Double Leaf Gate Access gate as shown on detail C-117 Sheet C-DT11 and according to the related clauses of the technical specifications.	ea	1		$ - 0
1.3	Mechanical
1.3.1	Furnish, install, excavation, backfilling and testing all reservoir inlet, outlet, drain and overflow piping, and appurtenances external to the reservoir and all piping required to connection to the reservoir piping, Reservoir Valve Vault, new and existing pipeline. The price including Furnish and install all other mechanical equipment including tees, Wyes, reducers, flanges, adapters, elbows, pipe support, pipe thimble, Flap valve, Air release valves, Gate valves and any other necessary fittings and associated appearances for a complete and functional Yard piping. The price also include repair and reinstatement works for piping outside the reservoir site.	ls	1		$ - 0
1.4	Electrical
1.4.1	Furnish and installation of duct banks	lm	110		$ - 0
1.4.2	Furnish and installation of pre-cast pullbox as shown in detail No. E-101	ea	3		$ - 0
1.4.3	Furnish and installation of RTU, RTU Panel and breaker Panel	ls	1		$ - 0
1.4.4	Furnish and install appropriate antenna and wiring complete per design drawings and specifications	ea	1		$ - 0
1.4.5	Scada head end integration and programming for the site and its facilities and Structures per section 13500B, P&ID, drawings and specifications	ls	1		$ - 0
1.4.6	Supply Instruments for the site and its facilities and Structures per section 13500A, P&ID, drawings and specifications including all appurtenances required for complete and functional system.	ls	1		$ - 0
1.4.7	Testing and Commissioning of Electrical and Control Systems and Equipment complete according to design drawings and specifications for the site and its facilities and Structures	ls	1		$ - 0
1.4.8	Supply and installation Light pole: 6100mm galvanized (in accordance with ASTM A123M) pole octagonal reinforced shaft on a 15 base plate complete with 50 tubular lighting arm 1500 long. Pole shall be 3.18 thick (min) with minimum yield strength of 331 MPA. Foundation of pole reefer to E-600 on standard details sheet no. E-DT06. Lamp 70W H.P.S with body consists in double valve manufactured in die cast aluminum, locked by one fore stainless steel clip, adjustable reflector made in highly pure aluminum pressed sheet, polished and oxidized. Cut-off optic for flat class version, with very high protection degree IP65. The price include all fittings (cable, pipes, …etc) to have a complete working job.	ea	4		$ - 0
2	1000 cu. meter RESERVOIR - AT GRADE
2.1	Civil
2.1.1	Excavate to the required depth as per specifications and drawings. Haul off the excavated material to an authorized dump site during excavation. The Contractor is responsible for locating a dump site at his own expense.	cu m	253		$ - 0
2.1.2	Furnishing, leveling, and compacting of subgrade layer as per drawings and specifications.	cu m	50		$ - 0
2.1.3	Furnish and install subgrade piping including excavation, installation of piping, concrete encasement of piping and testing of piping (at grade reservoir).	ls	1		$ - 0
2.1.4	Furnish and install vapor barrier according to design drawings and specifications	ls	1		$ - 0
2.2	Structural/Architectural
2.2.1	Furnish and install foundation concrete	cu m	155		$ - 0
2.2.2	Furnish and install slab-on-grade concrete	cu m	22		$ - 0
2.2.3	Furnish and install wall and tank column concrete	cu m	115		$ - 0
2.2.4	Furnish and install all seismic cans (wall to roof connection detail).	ls	1		$ - 0
2.2.5	Furnish and install elevated slab concrete	cu m	59		$ - 0
2.2.6	Furnish and install hatches, vents, ladders, railings, grating, and all other miscellaneous metalwork according to design drawings and specifications.	ls	1		$ - 0
2.2.7	Testing Hydraulic Structure Cleaning, Testing and Disinfection the reservoir according to design drawings, specifications and engineer approval	ls	1		$ - 0
2.3	Coatings
2.3.1	Furnish and apply all coatings per specifications	ls	1		$ - 0
2.4	Mechanical
2.4.1	Furnish and install all reservoir drain, overflow and potable water piping, and appurtenances internal to the reservoir and all piping required for connection to yard piping.	ls	1		$ - 0
2.4.2	Furnish and install all other mechanical equipment including float level indicator, modulating float controls and associated appearances for a complete and functional tank.	ls	1		$ - 0
2.4.3	Testing, Adjusting, Cleaning, Disinfection, Commissioning, and Operator Instruction and Training of Plumbing and Mechanical Systems and Equipment complete according to design drawings and specifications	ls	1		$ - 0
2.5	Electrical
2.5.1	Design, Furnish and installation of Lightning Protection and Grounding System complete according specifications.	ls	1		$ - 0
2.5.2	Furnish and install all electrical conduit, cable, equipment, and other miscellaneous electrical elements.	ls	1		$ - 0
3	RETAINING WALLS
3.1	Civil
3.1.1	Excavate to the required depth as per specifications and drawings. Haul off the excavated material to an authorized dump site during excavation. The Contractor is responsible for locating a dump site at his own expense.	cu m	40		$ - 0
3.1.2	Furnishing, leveling, and compaction of selected fill for subgrade layer (excavated selected materials or imported approved materials) as per design drawings and specifications.	cu m	5		$ - 0
3.1.3	Furnish and install drain piping.	lm	150		$ - 0
3.1.4	Furnish and install filter fabric and drain rock according to design drawings and specifications	ls	1		$ - 0
3.1.5	Furnish and install base course (150mm in depth) with selected backfill material in layers not to exceed the depth specified after compaction according to design drawings and specifications.	sq m	50		$ - 0
3.2	Structural
3.2.1	Furnish and install reinforced concrete foundation according to design drawings and specifications	cu m	10		$ - 0
3.2.2	Furnish and install reinforced concrete walls / columns according to design drawings and specifications	cu m	7		$ - 0
3.2.3	Lean Concrete under foundation (10 cm thickness)	cu m	1		$ - 0
4	Valve Vault
4.1	furnish and install pipes, valves, fittings, pipe supports, access hatches, ladder, air vents, drain, tees, Wyes, reducers, flanges, adapters, elbows, pipe, Control Valves, Dismantling Joint, check valves, Air release and vacuum valves, Gate valve, Ball Valves, flow meter, Strainer, BFY valves and any other necessary fittings and associated appearances for a complete and functional Reservoir Valve Vault as Per Drawings and Specifications. the Price include all needed instrumentation and wiring. All according to Standard Drawing M-RVV1 and related clauses of the technical specifications.	ls	1		$ - 0
4.2	Furnish and Install Reniforced Concrete and construct complete Reservoir Valve Vault as per Specifications and Drawings. the price including excavate, backfilling, coatings, concrete work All according to Standard Drawing S-RVV1 and S-RVV2 and related clauses of the technical specifications.	ls	1		$ - 0
5	General Requirements
5.1	Training	ls	1		$ - 0
5.2	O&M Technical Manuals	ls	1		$ - 0
5.3	Site inspection/ Support/ Start up	ls	1		$ - 0
Total Carried to Project Summary Sheet					- 0
	Unit Legend:
	lm	linear meter
	sq m	square meter
	cu m	cubic meter
	ls	lump sum
	ea	each

Yatta Distribution Network Rehabilitation and Extension 1000 m³ At Grade School Reservoir

RFTOP: WATER-294-16-0000XX Page &P of &N

5000 cu m At Grade kh. S. Res.

BILL OF QUANTITIES - 5000 m³ KHALLET SALEEM RESERVOIR - AT GRADE
THE COSTS PROVIDED BY THE CONTRACTOR IN THIS BILL OF QUANTITIES ARE ALL INCLUSIVE FOR THE WORK DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS, WHETHER SPECIFICALLY MENTIONED IN THE BELOW DESCRIPTIONS OR NOT.
Item	Description	Unit	Quantity	Unit Price ($)	Amount ($)
1	GENERAL - SITE PREPARATION AND MISCELLANEOUS WORK
1.1	Civil Site Preparation
1.1.1	Demolition, removal, clear and grub site	ls	1		$ - 0
1.1.2	Site Grading and Preparation	ls	1		$ - 0
1.1.3	Miscellaneous Excavation: Excavate to the required depth as per design drawings and specifications. Haul off the excess excavated material to an authorized dump site. The Contractor is responsible for locating a dump site at his own expense.	cu m	3200		$ - 0
1.1.4	Miscellaneous Backfilling: Furnishing, leveling, and compaction of selected fill for subgrade layer (excavated selected materials or imported approved materials) as per design drawings and specifications.	cu m	2700		$ - 0
1.1.5	Compacted base course for site grading, 200 mm layer	sq m	2300		$ - 0
1.1.6	Asphalt pavement on site (7 cm), ¾” asphalt mix design including MC	sq m	946		$ - 0
1.1.7	Lean concrete under foundation for reservoir	cu m	70		$ - 0
1.1.8	Curb stone as shown on detail C-416 and according to the related clauses of the technical specifications.	lm	120		$ - 0
1.1.9	Concrete side walk as shown on detail C-418 and according to the related clauses of the technical specifications.	sq m	135		$ - 0
1.1.10	Drain structure (Outlet) as shown on detail C-332, include headwall or structural wall, rip rap, granular fill material, footing trench filter fabric and etc..., all according to the related clauses of the technical specifications.	ea	1		$ - 0
1.2	Metal work
1.2.1	Fence around site perimeter, galvanized steel as shown on detail C-117 Sheet C-DT12 and according to the related clauses of the technical specifications.	lm	180		$ - 0
1.2.2	Double Leaf Gate Access gate as shown on detail C-117 Sheet C-DT11 and according to the related clauses of the technical specifications.	ea	1		$ - 0
1.3	Mechanical
1.3.1	Furnish, install, excavation, backfilling and testing all reservoir inlet, outlet, drain and overflow piping, and appurtenances external to the reservoir and all piping required for connection to internal to the reservoir piping, Reservoir Valve Vault, new and existing pipeline. The price including Furnish and install all other mechanical equipment including tees, Wyes, reducers, flanges, adapters, elbows, pipe support, pipe thimble, Flap valve, Air release valves, Gate valves and any other necessary fittings and associated appearances for a complete and functional Yard piping. The price also include repair and reinstatement works for piping outside the reservoir site.	ls	1		$ - 0
1.4	Electrical
1.4.1	Furnish and installation of duct banks	lm	160		$ - 0
1.4.2	Furnish and installation of pre-cast pullbox as shown in detail No. E-101	ea	3		$ - 0

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File details come from the government source that posted it. Updated Nov 14, 2017.