J.1 Unpriced Bills of Quantities J 1.1 - 43 Water Supply Projects - Amendment_1 to the RFP.xlsx
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About this file
This document appears to be a spreadsheet containing unpriced bills of quantities related to multiple water supply projects across several districts in Tanzania. The projects include the construction and rehabilitation of water intake structures, storage tanks, pumping systems, distribution pipelines, and other water infrastructure. The document provides detailed lists of the required materials, equipment, and labor for each project, along with estimated quantities and unit prices. This information is likely to be used in a Request for Proposals (RFP) or other solicitation for a federal contract opportunity focused on improving water and sanitation infrastructure in Tanzania. The key details suggest this is part of the USAID Water and Sanitation Infrastructure Support Activity (WISA), which aims to expand and sustain the provision and governance of water and sanitation services in the country.
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Grand Summary
| SUMMARY COST FOR PROPOSED PROJECTS IN SUMBAWANGA DISTRICT | ||
| Proposed Project | Total Cost VAT inclusive (USD) | |
| 1 | KALOLE GROUP WATER SUPPLY PROJECT | |
| 2 | WIPANGA WATER SUPPLY PROJECT | |
| 3 | MTIMBWA WATER SUPPLY PROJECT | |
| 4 | MOVU GROUP WATER SUPPLY PROJECT | |
| 5 | KAPENTA GROUP WATER SUPPLY PROJECT | |
| 6 | MKAMBA GROUP WATER SUPPLY PROJECT | |
| 7 | NKWILO GROUP WATER SUPPLY PROJECT | |
| GRAND TOTAL |
| SUMMARY COST FOR PROPOSED PROJECTS IN NKASI DISTRICTS | ||
| Proposed Project | Total Cost VAT inclusive (USD) | |
| 1 | KILAMBO WATER SUPPLY PROJECT | |
| 2 | KASAPA WATER SUPPLY PROJECT | |
| 3 | WAMPEMBE WATER SUPPLY PROJECT | |
| 4 | NAMANSI | |
| 5 | NINDE | |
| 6 | KIPILI | |
| 7 | SWAILA | |
| GRAND TOTAL |
| SUMMARY COST FOR PROPOSED PROJECTS IN KALAMBO DISTRICTS | ||
| Proposed Project | Total Cost VAT inclusive (USD) | |
| 1 | MSANZI WATER SUPPLY PROJECT | |
| 2 | KAZILA WATER SUPPLY SCHEME | |
| 3 | NINGA WATER SUPPLY PROJECT | |
| 4 | SAMAZI WATER SUPPLY PROJECT | |
| 5 | MUZI WATER SUPPLY PROJECT | |
| 6 | KIPANGA WATER SUPPLY PROJECT | |
| 7 | REHABILITATION AND EXTENSION OF ULUMI WATER SUPPLY SCHEME | |
| 8 | MIKONKO WATER SUPPLY PROJECT | |
| 9 | KAPOZWA WATER SUPPLY PROJECT | |
| 10 | NONDO - KASITU WATER SUPPLY PROJECT | |
| 11 | MTULA WATER SUPPLY PROJECT | |
| 12 | SAFU WATER SUPPLY PROJECT | |
| 13 | MNAMBA WATER SUPPLY PROJECT | |
| 14 | ZYANGOMA WATER SUPPLY PROJECT | |
| GRAND TOTAL |
| SUMMARY COST FOR PROPOSED PROJECTS IN LUDEWA DISTRICT | ||
| Proposed Project | Total Cost VAT inclusive (USD) | |
| 1 | MASIMBWE GROUP WATER SUPPLY PROJECT | |
| 2 | KITEWELE WATER SUPPLY PROJECT | |
| 3 | KIWE WATER SUPPLY PROJECT | |
| 4 | IBUNGULU WATER SUPPLY PROJECT | |
| 5 | MASIMAVALAFU WATER SUPPLY PROJECT | |
| 6 | UTILILI WATER SUPPLY PROJECT | |
| 7 | LIUGAI WATER SUPPLY PROJECT | |
| 8 | MKIU AND KIYOMBO WATER SUPPLY PROJECT | |
| GRAND TOTAL |
| SUMMARY COST FOR PROPOSED PROJECTS IN MAKETE DISTRICT | ||
| Proposed Project | Total Cost VAT inclusive (USD) | |
| 1 | LUWUMBU WATER SUPPLY PROJECT | |
| 2 | LUGODA WATER SUPPLY PROJECT | |
| 3 | MAKUSI WATER SUPPLY PROJECT | |
| 4 | MAGOYE WATER SUPPLY PROJECT | |
| 5 | IHANGA WATER SUPPLY PROJECT | |
| GRAND TOTAL |
| SUMMARY COST FOR PROPOSED PROJECTS LUDEWA WSSA | ||
| Proposed Project | Total Cost VAT inclusive (USD) | |
| 1 | IMPROVEMENT OF WATER SUPPLY SERVICES AT MHEHA IN LUDEWA | |
| GRAND TOTAL |
| SUMMARY COST FOR PROPOSED PROJECTS MAKETE WSSA | ||
| Proposed Project | Total Cost VAT inclusive (USD) | |
| 1 | IVALALILA WATER SUPPLY PROJECT | |
| GRAND TOTAL |
TOTAL RUWASA & WSSA PROPOSED PROJECTS
SWAILA BOQ
| SWAILA GRAVITY & SOLAR PUMPING WATER SUPPLY SCHEME-BUDGET - Nkasi District, 53km from Namanyere township (70km from Sumbawanga town). 7°33’58.4765” S, 31°22’44.9804“ E | ||||||
| S/N | Main Activity | Activity Breakdowns | Unit | Qty | Unit rate ($) | Amount ($) |
| 1.0 | Supply materials and construction infiltration gullery and two collection chambers size - 1.5m x1.5m x 1.5m as per drawing provided and Engineer Specification at Isanga Stream. Annex 9 | |||||
| Site clearance | m2 | 10 | ||||
| Aggregates ( 1/2'') | m3 | 6 | ||||
| Aggregates ( 3/4'' ) | m3 | 6 | ||||
| Portland cement - (50kg) 42.5 | bag | 30 | ||||
| Aggregates (natural gravel) | m3 | 30 | ||||
| Cement sand Blocks 1:6 ratio | blocks | 200 | ||||
| Fine sands | m3 | 20 | ||||
| PVC pipe 6" PN10, Perforated/SCREEN | m | 100 | ||||
| Plastic sheet | m | 80 | ||||
| Iron reinforcement bar 12mm | m | 120 | ||||
| Binding wires | Kg | 10 | ||||
| Marine board for form work (1.2mx 2.4m) 18mm thick | Pc | 15 | ||||
| Assorted timbers 10 ft (2''x2'') to support form work | Pc | 10 | ||||
| Assorted nails (1''-5'') | Kg | 10 | ||||
| Construction of Wash out chamber and concrete chamber cover (2.6m x 2.6m) | Lumpsum | 2 | ||||
| Sub- Total 01 | ||||||
| 2.0 | Supply materials and construct on ground water storage tank (135m3)-, including all masonary works, and fencing the tank with Aggregates. Annex 8 and Annex 10 | Construction of 135m3 storage tank on ground | ||||
| Site clearance | m2 | 200 | ||||
| Excavation of foundation footings | m3 | 70 | ||||
| Ditto but in hard rock formation | m3 | 10 | ||||
| Portland cement (50kg)-42.5 | bags | 600 | ||||
| Hardcore for foundation footing | m3 | 25 | ||||
| Aggregates (1/2") | m3 | 35 | ||||
| Aggregates (3/4") | m3 | 30 | ||||
| Fine sands | m3 | 60 | ||||
| Concrete blockwork for tank walling (460 x 230 x 150mm) block mix 1:3:6 | m2 | 260 | ||||
| Binding wire | Kg | 120 | ||||
| Assorted 8mm Stirrup 200mm c/c | m | 300 | ||||
| Marine board (1.2m x 2.4m) 18mm thickness | pc | 30 | ||||
| Steel scaffolds | ls | 1 | ||||
| Fabricate and fix extenal and internal ladder of the tank | Pc | 2 | ||||
| Water proof cement | kg | 90 | ||||
| Sacks for moisture conservation during curing | LS | 1 | ||||
| Supply all timbers for formworks, nails and fix as per Engineer instructions | LS | 1 | ||||
| Supply all materials for tank sckimming and painting as per Engineers instructions | LS | 1 | ||||
| Summer blue weather guard paints-20lts | Bucket | 2 | ||||
| White weather guard paints-20lts Bucket | Bucket | 2 | ||||
| Black Bitmen Paint-4lts | Bucket | 3 | ||||
| Concrete fabricated manhole cover 600 x 600mm | pc | 2 | ||||
| 12mm round bars | m | 6,900 | ||||
| Bitumineous materials for joints joining and expansion | Lts | 60 | ||||
| Supply and fixing internal and external ladder the storage tank according to drawing provided | Nr | 2 | ||||
| Supply water for construction and curing | LS | 1 | ||||
| Supply all materials and construct fence with the size of 15m x 15m x 2m around the storage tank complete with gate | ||||||
| Barbed wire - 13, 2.5mm | meter | 220 | ||||
| Fence string - GI, 2.5mm | meter | 640 | ||||
| Chain wire 2.5mm/fence wire - 3" x3" | meter | 100 | ||||
| Concrete/ Fence post (2100 x 100 x 100) mm | No | 60 | ||||
| Gate column/post (2100 x 300 x300)mm | No | 2 | ||||
| Gate Hinge | No | 6 | ||||
| Hip for padlock complete with a padlock | No | 1 | ||||
| Square pipe for gate | m | 36 | ||||
| Portland cement (50kg)-42.5 | Bags | 15 | ||||
| Aggregates (3/4") | m3 | 1 | ||||
| Coarse sand | m3 | 1 | ||||
| Supply water for construction and curing | LS | 1 | ||||
| TOTAL 02 | ||||||
| 3.0 | Supply materials and Rehabilitate On Ground water storage tank (90m3), including all masonary works, and fencing the tank. Annex 8 | Rehabilitate of 90m3 storage tank on Ground | ||||
| Site clearance around the contruction area | m2 | 25 | ||||
| Aggregates ( 1/2'') | m3 | 3 | ||||
| Aggregates ( 3/4'' ) | m3 | 3 | ||||
| Fine sands | m3 | 10 | ||||
| Portland cement (50kg)-42.5 | bags | 50 | ||||
| Binding wire | Kg | 10 | ||||
| Marine board 1.2 x 2.4m 18mm thickness | pc | 5 | ||||
| Assorted timbers 10 ft (2''x2'') to support form work | Pcs | 20 | ||||
| Assorted timbers 10 ft (2''x4'') to support form work | Pcs | 75 | ||||
| Assorted nails (1''-5'') | Kg | 20 | ||||
| Supply all timbers and nails for formworks and fix as per MuM Engineer instruction | LS | 1 | ||||
| Water proof cement | Kg | 120 | ||||
| Supply water for construction and curing | LS | 1 | ||||
| Sacks for moisture conservation during curing | LS | 1 | ||||
| Skimming materials for the tank (white cement, white paint, solvent and all working tools) | LS | 1 | ||||
| Summer blue weather guard paints-20lts bucket | pc | 1 | ||||
| White weather guard paints-20lts Bucket | pc | 2 | ||||
| Black Bitmen Paint-4lts | pc | 3 | ||||
| Supply and fixing internal and external 1.5" Gs pipe ladder of the storage tank with handrail according to drawing provided | pc | 2 | ||||
| Filling,levelling compaction and putting aggregates including carpert around the tank | m3 | 12 | ||||
| Pipe and fittings (inlet, outlet, washout) 3" for Tank | item | 1 | ||||
| Supply 700 x 700 mm heavy plate tank cover and fix it as per MuM Enginneer Instructions. | Pc | 1 | ||||
| Supply and fixing internal and external 1.5" Gs pipe ladder of the storage tank with handrail according to drawing provided | LS | 1 | ||||
| Plumbing materials for tank (Fittings) | item | 1 | ||||
| Supply all materials and construct fence with the size of 15m Lengthx 15m Widithx2m around the tank complete with gate as per drawings | ||||||
| Barbed wire - 13, 2.5mm | meter | 220 | ||||
| Galvanized fence string wire 2.5mm | meter | 640 | ||||
| Chain link fence 2.5mm wire | meter | 100 | ||||
| Concrete Fence post (2100mm Height x 100mmx100m) | No | 60 | ||||
| Concrete Gate column/Post (2100 x 300 x 300)mm | No | 2 | ||||
| Supply water for construction and curing | LS | 1 | ||||
| Materials for Gate Fabrication | ||||||
| Gate hinge | No | 6 | ||||
| Hip for padlock | No | 2 | ||||
| Square pipe for gate gate 1.5'' | m | 30 | ||||
| Square pipe for gate gate 1'' | m | 45 | ||||
| Padlock 50mm | PC | 1 | ||||
| SUB TOTAL 03 | ||||||
| 4.0 | Supply materials and construction infiltration gullery and two collection chambers size - 1.5m x1.5m x 1.5m as per drawing provided and Engineer Specification at Swaila Stream. Annex 9 | |||||
| Site clearance | m2 | 10 | ||||
| Aggregates ( 1/2'') | m3 | 2 | ||||
| Aggregates ( 3/4'' ) | m3 | 2 | ||||
| Portland cement (50kg)-42.5 | bag | 30 | ||||
| Aggregates (natural gravel) | m3 | 30 | ||||
| Aggregates (3/4'') | m3 | 8 | ||||
| Cement sand Blocks 1:6 ratio | m2 | 14 | ||||
| Fine sands | m3 | 20 | ||||
| PVC pipe 6" PN10, Perforated/SCREEN | m | 100 | ||||
| Plastic sheet | m | 80 | ||||
| Iron bar 12mm | m | 120 | ||||
| Binding wires | Kg | 10 | ||||
| Marine board for form work (1.2m x 2,4m)18mm thickness | Pc | 15 | ||||
| Assorted timbers 10 ft (2''x2'') to support form work | Pc | 10 | ||||
| Assorted nails (1''-5'') | Kg | 10 | ||||
| Construction Wash out chamber and RC chamber cover (2.6m x 2.6m) | Lumpsum | 2 | ||||
| Sub- Total 04 | ||||||
| Supply materials and construct a Sumpwell 100m3 water storage tank at SWAILA Village/SWAILA STREAM, including all masonry works. Annex 8 and Annex 10 | SUMP WELL TANK (100M3) AT SWAILA | |||||
| Site clearance | m2 | 59 | ||||
| Excavation of foundations | m3 | 17 | ||||
| Hardcore laying 200mm thick | m3 | 12 | ||||
| Concrete blockwork for tank wall (Block mix 1:3:6, Mortar mix 1:3) | m2 | 176 | ||||
| Portland cement (50kg)-42.5 | bags | 400 | ||||
| Coarse sand | m3 | 30 | ||||
| Aggregates (3/4'') | m3 | 60 | ||||
| Marine boards (1.2m x 2.4m) 18mm thickness | pcs | 10 | ||||
| Supply all timbers for formworks, nails and fix as per Engineer instructions | LS | 1 | ||||
| Filling,levelling compaction, aggregates on walkways and planting of carpet grass around the tank as per guidance from Engineer | m2 | 100 | ||||
| Steel scaffolds | ls | 1 | ||||
| Fabricate and fix extenal and internal ladder of the tank | Pc | 2 | ||||
| Water proof cement | kg | 100 | ||||
| Water for construction works and curing | LS | 1 | ||||
| Sacks for moisture conservation during curing | LS | 1 | ||||
| Portland cement (50kg)-42.5 | bags | 100 | ||||
| Coarse Sand | m3 | 8 | ||||
| Supply all materials for tank skimming and painting as per Engineers instructions | LS | 1 | ||||
| Summer blue weather guard paints | litre | 40 | ||||
| Painting oil (Tin) | litre | 15 | ||||
| Concrete fabricated manhole cover 60 x 60mm | pc | 2 | ||||
| White silk weather guard paints | litre | 60 | ||||
| 10mm round bars for Foundation slab | m | 792 | ||||
| 12mm round bars for bottom floor slab | m | 1,296 | ||||
| 10mm round bars for wall | m | 660 | ||||
| 12mm round bars for roof slab | m | 792 | ||||
| 16mm round bars for column and beams | m | 600 | ||||
| Binding wire | Kg | 50 | ||||
| Assorted 8mm stirrup 200mm c/c | m | 381 | ||||
| Plumbing work | item | 1 | ||||
| Bulk meter complete with strainer 2" | nos | 1 | ||||
| Supply and Install Water level indicator | nos | 1 | ||||
| Supply and install floating ball valve on inlet pipe 2" | nos | 1 | ||||
| Supply water for construction and curing | LS | 1 | ||||
| SUB TOTAL 5 | ||||||
| 6.0 | Supply Solar materials for submissible pump and connect other solar system for lighting to the pumphouse | Procure and install solar pannel with all accessories and all required to run the pump, with capacity to deliver a discharge (Q) of 15m3/hr at a Total Head (H) of 90m. | LS | 1 | ||
| Procurement and installation of sumersible pump (Capacity 15m3/hr; Head= 90m with its assoceries including sensors) - see details below: | ||||||
| Supply, Install and Test a 3 phase Grundfos, Lorentz or the like Submersible Pump complete with motor to deliver a discharge (Q) of 15m3/hr at a Total Head (H) of 90m with its Stainless Steel Cooling Sleeve Kit for Horizontal Sump Installation. The pump must be supplied with a non-return valve and all necessary accessories required to connect a pump to the pumping/raising main and for a pump to work properly. | pc | 1 | ||||
| Supply and Install Control panel with MP204 motor protection unit or equivalent and all required accessories to suit the above Pump/Motor that consist of the following: Ammeter with selector switches, Voltmeter, phase control relay, isolator switch, earth leakage and short circuit protection, dry-running protection, protection against lightening/over-current(surge arrestor), operation lamp indicators - low water level, fault/trip lamp, running lamp; Auto/Manual selector switch; start and stop push buttons; and starter/enclosure protection against rodent/dust with all accessories for motor protection. Direct-on-line starter for motor up to 18.5KW and Soft Starter from 30KW and above. | pc | 1 | ||||
| Submersible Drop cable 4 core x 6mm2 | m | 30 | ||||
| Armored cable (10mm2 x 16mm2) | m | 50 | ||||
| Copper rod | item | 1 | ||||
| Water proof junction box | pc | 1 | ||||
| Joint kit | pc | 1 | ||||
| Electrode cable 0.75mm2 | m | 30 | ||||
| Pair of electrode Sensors | set | 1 | ||||
| Earth wire (20m) | m | 20 | ||||
| 20mm2 manila rope | m | 40 | ||||
| Borehole cover plate 2'' | Pc | 1 | ||||
| PVC Pipes and fittings (Appropriate to Pump Diameter and pumping raising main) | m | 12 | ||||
| Install security lights at all sides of a pump house | pc | 4 | ||||
| Wiring and Installation of electrical sundries | item | 1 | ||||
| Training of Pump caretakers | day | 2 | ||||
| Transport charges | LS | 1 | ||||
| Sub - Total 06 |
| 7.0 | Supply materials and construct Pump house,including electrical wiring as per drawing including all masonary works, and fencing the pump house with chain link wire 30m length and 30m width properly anchored to the ground by concrete strip and fencing poles with its door and chain lock of 1.2m length. Annex 11 | Power & Pump Control Panel and Supervisor Room & Fence | ||
| A. SUBSTRUCTURE-POWER HOUSE | ||||
| Earth Work | ||||
| Site clearance | m2 | 40 | ||
| Excavation for foundation footing | m3 | 25 | ||
| Hardcore laying 200mm thick | m3 | 8 | ||
| Portland cement (50kg)-42.5 | bags | 34 | ||
| Coarse sand | m3 | 5 | ||
| Aggregates (3/4'') | m3 | 9 | ||
| Cement blockwork for walls (460mmx230mmx150mm) blocks mix 1:3:6 | nos | 300 | ||
| Marine board (1.2m x 2.4m) | pcs | 5 | ||
| Iron bar 10mm | m | 144 | ||
| Iron bar 12mm | m | 108 | ||
| Assorted 8mm Stirrup 200mm c/c | m | 200 | ||
| B - SUPER STRUCTURE | ||||
| Concrete Work IN CONCRETE C-25 | ||||
| Portland cement (50kg)-42.5 | bags | 75 | ||
| Coarse sand | m3 | 4 | ||
| Aggregates (3/4'') | m3 | 8 | ||
| Marine board (1.2m x 2.4m) 18mm thickness | m2 | 3 | ||
| Steel scaffolds | ls | 1 | ||
| Iron bar 10mm | m | 228 | ||
| Iron bar 12mm | m | 108 | ||
| Cement blockwork for fair finish to sides of grade beams (460mmx230mmx150mm) blocks mix 1:3:6 | nos. | 700 | ||
| Portland cement (50kg)-42.5 | bags | 120 | ||
| Coarse sands | m3 | 10 | ||
| Supply all materials for sckimming and 2 coats emulsion painting as per Engineers instructions | LS | 1 | ||
| Supply all timbers for formworks, nails and fix as per Engineer instructions | LS | 1 | ||
| Roof works | ||||
| Fabrication & Installation of treated soft wood timber truss as shown in the drawing | No | 10 | ||
| 5x5 cm treated soft wood purlin at 90cm spacing | m | 64 | ||
| Gauge 28 C.I.S. Roof cover including Ridge, Flushing and all incidental works as shown in the drawing, the area is measured horizontally | m2 | 46 | ||
| Sofit nailed to support 8 mm chip wood ceiling | m2 | 39 | ||
| 5x5 cm wood purlin at 40cm spacing for ceiling. | m | 64 | ||
| 20cm wide fascia board including painting | m | 24 | ||
| Truss Wires - Straining wire GI 3.5mm | meter | 325 | ||
| Metal framed grilled windows with profiles cut and welded along the entire line of contact and covered with 2mm thick metal sheet including grill work, Size 150x100cm | pcs | 2 | ||
| Metal framed grilled Doors with profiles cut and welded along the entire line of contact and covered with 2mm thick metal sheet , Size 90x250cm | pcs | 2 | ||
| Supply Solar pannel with all electrical materials and install electricity to the pump house as follows -. |
a). Main switch – 3 phase, 12 ways – 1 pc b). Circuit Breaker – 3 phase, 100A – 1 pc c). Earth Rod – 1pc d). Wire:
- 16mm2 - 4 Core, 20 m
- 2.5mm2 (Red) – 100m, Black/Blue – 100m, Green – 100m
- 1.5mm2 (Red) – 100m, Black/Blue – 100m, Green – 100m e). Twin-Switch Socket – 3 pcs f). 2-Gang Switch – 2 pcs g). Lamp holders (Angle) – 5pcs, (Straight) – 4 pcs h). Conduit pipes ¾” – 25pcs i). Elbow joints – 15pcs.
j). Junctin Box – 5 pcs
| k). saddle – 1 box. l | LS | 1 | |||
| Construction of toilet room/washrooms of 6.25 m2 complete with septic tank,soak pit, chambers,piping and fittings as per details provided in the drawings | Ls | 1 | |||
| Supply all materials and construct fence with the size of 20m x 20m x 2m around the storage tank complete with gate | |||||
| Barbed wire 2.5mm | meter | 330 | |||
| Fence string -2.5mm | meter | 640 | |||
| Chain wire 2.5mm/fence wire | meter | 120 | |||
| Concrete/ Fence post (2100 x 100 x 100) mm | No | 60 | |||
| Gate column/post (2100 x 300 x300)mm | No | 2 | |||
| Gate Hinge | No | 6 | |||
| Hip for padlock | No | 1 | |||
| Square pipe for gate | m | 72 | |||
| Portland cement (50kg)-42.5 | Bags | 15 | |||
| Aggregates 3/4" | m3 | 1 | |||
| Coarse Sand | m3 | 1 | |||
| Supply water for construction and curing | LS | 1 | |||
| SUB TOTAL 7 | |||||
| 8.0 | Excavate trench 100cm deep and 60cm wide for main gravity infiltration gullery and distribution lines, lay pipes in the trench with its appropiate fittings and backfill propely including anchoring every pipe laid in valley and cock crossing by reinforced or mass concrete as may be directed by Engineer. Annex 3 and Annex 4 | Trench excavation,lay pipe and backfill the trench | m | 12800 | |
| Sub-total 08 | |||||
| 9.0 | Pipe and fittings | Pipes | |||
| Gs pipes | |||||
| GS pipe 4'' Medium complete with socket-6M Long | m | 30 | |||
| GS pipe 3'' Medium complete with socket-6M Long | m | 30 | |||
| GS pipe 2.5'' heavy duty complete with socket-6M Long | m | 480 | |||
| GS pipe 2'' Medium complete with socket-6m long | m | 30 | |||
| GS pipe 1.25'' medium complete with socket-6m long | m | 12 | |||
| HDPE pipe | |||||
| HDPE poly pipe 110mm PN 10-in Rolls | m | 2,700 | |||
| HDPE poly pipe 90mm PN 10 | m | 800 | |||
| HDPE poly pipe 75mm PN 12 | m | 3,150 | |||
| HDPE poly pipe 63mm PN 10 | m | 1,050 | |||
| HDPE poly pipe 50mm PN 10 | m | 2,250 | |||
| HDPE poly pipe 40mm PN 10 | m | 1,500 | |||
| HDPE poly pipe 32mm PN 10 | m | 3,600 | |||
| Fittings | |||||
| HDPE straight coupling | |||||
| HDPE straight coupling 110mm PN 16 | Pc | 80 | |||
| HDPE straight coupling 90mm PN 16 | Pc | 50 | |||
| HDPE straight coupling 75mm PN 16 | Pc | 70 | |||
| HDPE straight coupling 63mm PN 16 | Pc | 40 | |||
| HDPE straight coupling 50mm PN 16 | Pc | 50 | |||
| HDPE straight coupling 40mm PN 16 | Pc | 40 | |||
| HDPE straight coupling 32mm PN 16 | Pc | 100 | |||
| HDPE reducing coupling | |||||
| HDPE reducing coupling 110- 90mm, PN16 | Pc | 10 | |||
| HDPE reducing coupling 90- 75mm, PN16 | Pc | 8 | |||
| HDPE reducing coupling 90 - 63mm, PN16 | Pc | 6 | |||
| HDPE reducing coupling 63 - 50mm, PN16 | Pc | 10 | |||
| HDPE reducing coupling 63 - 40mm, PN116 | Pc | 20 | |||
| HDPE reducing coupling 50 - 40mm, PN16 | Pc | 10 | |||
| HDPE reducing coupling 50 - 32mm, PN16 | Pc | 10 | |||
| HDPE reducing coupling 40- 32mm, PN16 | Pc | 15 | |||
| HDPE Equal Tee | |||||
| HDPE equal Tee 110mm PN 16 | Pc | 10 | |||
| HDPE equal Tee 90mm PN 16 | Pc | 15 | |||
| HDPE equal Tee 75mm PN 16 | Pc | 10 | |||
| HDPE equal Tee 63mm PN 16 | Pc | 10 | |||
| HDPE equal Tee 50mm PN 16 | Pc | 10 | |||
| HDPE equal Tee 40mm PN 16 | Pc | 8 | |||
| HDPE equal Tee 32mm PN 16 | Pc | 20 | |||
| HDPE Red.Tee | |||||
| HDPE Reducing Tee 110mm x 32mm PN 16 | Pc | 10 | |||
| HDPE Reducing Tee 90mm x 32mm PN 16 | Pc | 10 | |||
| HDPE Reducing Tee 90mm x 40mm PN 16 | Pc | 10 | |||
| HDPE Reducing Tee 75mm x 50mm PN 16 | Pc | 10 | |||
| HDPE Reducing Tee 75mm x 40mm PN 16 | 10 | ||||
| HDPE Reducing Tee 75mm x 32mm PN 16 | 10 | ||||
| HDPE Reducing Tee 63mm x 50mm PN 16 | Pc | 20 | |||
| HDPE Reducing Tee 63mm x 40mm PN 16 | Pc | 10 | |||
| HDPE male connector | |||||
| HDPE male connector 110mm x 4'' PN 16 | Pc | 20 | |||
| HDPE male connector 90mm x 3'' PN16 | Pc | 20 | |||
| HDPE male connector 75mm x 2.5'' PN16 | Pc | 100 | |||
| HDPE male connector 63mm x 2'' PN16 | Pc | 50 | |||
| HDPE male connector 50mm x 1.5'' PN16 | Pc | 50 | |||
| HDPE male connector 40mm x 1.25'' PN16 | Pc | 40 | |||
| HDPE male connector 32mm x 1'' PN16 | Pc | 120 | |||
| PVC clamp saddle with female threads | |||||
| PVC clamp saddle 110mm - 32mm PN 16 | Pc | 15 | |||
| PVC clamp saddle 90mm - 32mm PN 16 | Pc | 20 | |||
| PVC clamp saddle 75mm - 32mm PN 16 | Pc | 30 | |||
| PVC clamp saddle 63mm - 32mm PN 16 | Pc | 20 | |||
| PVC clamp saddle 50mm - 32mm PN 16 | Pc | 20 | |||
| PVC clamp saddle 50mm - 32mm PN 16 | Pc | 20 | |||
| PVC clamp saddle 40mm - 32mm PN 16 | Pc | 10 | |||
| Gs sockets-Heavy Duty | |||||
| GS socket 4'' | Pc | 10 | |||
| GS socket 3'' | Pc | 10 | |||
| GS socket 2.5'' | Pc | 30 | |||
| GS socket 2'' | Pc | 30 | |||
| GS socket 1.5'' | Pc | 20 | |||
| GS socket 1.25 '' | Pc | 10 | |||
| GS socket 1 '' | Pc | 40 | |||
| Gs hexagon union-Heavy Duty | |||||
| GS hexagon union 4'' | pc | 2 | |||
| GS hexagon union 3'' | pc | 4 | |||
| GS hexagon union 2.5'' | pc | 15 | |||
| GS hexagon union 2'' | pc | 10 | |||
| GS hexagon union 1.5'' | pc | 10 | |||
| GS hexagon union 1.25'' | pc | 10 | |||
| GS hexagon union 1'' | pc | 70 | |||
| Gs elbows -Heavy Duty | |||||
| GS elbow 4'' | pc | 20 | |||
| GS elbow 3'' | pc | 20 | |||
| GS elbow 2.5'' | pc | 40 | |||
| GS elbow 2'' | pc | 30 | |||
| GS elbow 1.5'' | pc | 20 | |||
| GS elbow 1.25'' | pc | 15 | |||
| GS elbow 1'' | pc | 70 | |||
| Gs hexagon nipples heavy duty | |||||
| Gs hex. Nipple 4'' | Pcs | 20 | |||
| Gs hex. Nipple 3'' | Pcs | 50 | |||
| Gs hex. Nipple 2.5'' | Pcs | 60 | |||
| Gs hex. Nipple 2'' | Pcs | 50 | |||
| Gs hex. Nipple 1.25'' | Pcs | 40 | |||
| Gs hex. Nipple1'' | Pcs | 80 | |||
| Gs, Reducing sockets heavy duty | |||||
| Gs reducing socket 4" x 3" | Pcs | 5 | |||
| Gs reducing socket 4" x 2.5" | Pcs | 5 | |||
| Gs reducing socket 4" x 2" | Pcs | 5 | |||
| Gs reducing socket 3" x 2.5" | Pcs | 5 | |||
| Gs reducing socket 2.5" x 2" | Pcs | 5 | |||
| Gs reducing socket 2.5" x 1" | Pcs | 20 | |||
| Gs reducing socket 2" x 1.5" | Pcs | 10 | |||
| Gs reducing socket 1.5" x 1.25" | Pcs | 10 | |||
| Gs reducing socket 2" x 1.5" | Pcs | 10 | |||
| Gs reducing socket 1.5" x 1.25" | Pcs | 10 | |||
| Gs reducing socket 1.25" x 1" | Pcs | 20 | |||
| Gs reducing socket 1" x 3/4" | Pcs | 70 | |||
| Gs equal tee | |||||
| GS hexagon tee 4'' | Pc | 10 | |||
| GS hexagon tee 3'' | Pc | 10 | |||
| GS hexagon tee 2.5'' | Pc | 40 | |||
| GS hexagon tee 2'' | Pc | 10 | |||
| GS hexagon tee 1.5'' | Pc | 20 | |||
| GS hexagon tee 1.25'' | Pc | 20 | |||
| GS hexagon tee 1'' | Pc | 20 | |||
| Gs bend with female threads, PN16 | |||||
| GS long bend 2.5" 90 degree female threaded PN 16 | Pc | 10 | |||
| Gs/DI screwed flanged complete with bolts and nuts,Gasket ruber and 2 washers | |||||
| Gs flange 4'' | Pcs | 3 | |||
| Gs flange 3'' | Pcs | 15 | |||
| Gs flange 2.5'' | Pcs | 20 | |||
| Gs flange 2'' | Pcs | 15 | |||
| Bulk meter flanged,complete with flange, bolt and nuts, gasket ruber, washers both sides | |||||
| Bulk meter 4'' | Pcs | 1 | |||
| Bulk meter 2.5'' | Pcs | 3 | |||
| Bulk meter 2'' | Pcs | 2 | |||
| Bulk meter 1.5'' | Pcs | 2 | |||
| Bolt and Nuts and 2 washers for flanges PN25 | |||||
| M20 x 70mm | Pc | 30 | |||
| M16X65mm | Pc | 30 | |||
| Gasket rubber | |||||
| Gasket rubber 90mm | Pc | 10 | |||
| Gasket rubber 75mm | Pc | 15 | |||
| Gasket rubber 63mm | Pc | 10 | |||
| Flow meter ( Berran dry meter PN 20) | |||||
| Flow meter 1'' | Pcs | 40 | |||
| Brass Bibcork (SANWA) | |||||
| Bib cock 3/4'' (SANWA) | Pcs | 40 | |||
| Brass gate valves | |||||
| Brass gate valve 4'' (Female threaded ) PEX PN20 | Pcs | 3 | |||
| Brass gate valve 3'' (Female threaded ) PEX PN20 | Pcs | 4 | |||
| Brass gate valve 2.5'' (Female threaded ) PEX PN20 | Pcs | 15 | |||
| Brass gate valve 2'' (Female threaded ) PEX PN20 | Pcs | 15 | |||
| Brass gate valve 1.5'' (Female threaded ) PEX PN20 | Pcs | 10 | |||
| Brass gate valve 1.25'' (Female threaded ) PEX PN20 | Pcs | 20 | |||
| Brass gate valve 1'' (Female threaded ) PEX PN20 | Pcs | 60 | |||
| Presure gauge 16 bars | |||||
| Presure gauge 3/4'' | Pc | 1 | |||
| Non flanged return valve | |||||
| Non flanged return valve 2.5'' | Pc | 2 | |||
| Non flanged return valve 2'' | Pc | 1 | |||
| Non flanged return valve 1.5'' | Pc | 2 | |||
| Flanged, Sluice valve, PN16 made of epoxy powder coated complete set | |||||
| Sluice valve 4'' Complete with bolts and nuts | Pcs | 3 | |||
| Sluice valve 3'' Complete with bolts and nuts | Pcs | 3 | |||
| Sluice valve 2.5'' Complete with bolts and nuts | Pcs | 3 | |||
| Float valve, flanged/screwed | |||||
| Float valve 2.5'' For its water drophole | Pcs | 2 | |||
| Float valve 2'' For its water drophole | Pcs | 2 | |||
| Float valve 1.5'' For its water drophole | Pcs | 2 | |||
| Strainer, flanged | |||||
| Strainer 2.5'' | Pcs | 2 | |||
| Automatic air realese valve DN25, |
double action
| Air valve 1'' | Pcs | 20 | ||
| Flexible coupling 75mm | pcs | 20 | ||
| Pipe transport to NKASI-SWAILA VILLAGE | km | 910 | ||
| Seal threaded tape - large size | Pkt/box | 20 | ||
| Sub-total cost 09 | ||||
| 10.0 | Supply materials and construct 31 domestic water points as per drawing Including all fittings, lockable valves chambers, stop valves in the chambers and plumbing works and excavate drain/soak away pits 1m x 1m x 1m and fill it with stones 100 - 150mm size chamber size (90cm x 90cm x 115cm); plaster ratio 1:6 including associated locable chambers. Annex 5 | Construction of 31 Domestic water points | ||
| Site clearance | m2 | 290 | ||
| Foundation excavation | m3 | 160 | ||
| Construction of chamber with concrete chamber cover and hook Padlock as per drawing (90cmx90cm) with 115cm depth | Nor | 31 | ||
| Gs pipe 1' | m | 200 | ||
| GS Plugs 3/4'' | Pc | 64 | ||
| GS Nipple 1'' | Pc | 100 | ||
| Gs Elbow 1' | Pc | 120 | ||
| Gs plain sockets 1' | Pc | 60 | ||
| Gs Equal tee 1'' | Pc | 35 | ||
| Gs Reducing socket 1"x3/4'' | Pc | 70 | ||
| Supply all materials for formworks | LS | 1 | ||
| BRC wire mesh 150cmX150cmX6mm | Pc | 90 | ||
| Portland cement (50kg)-42.5 | Bags | 480 | ||
| Hardcore for water point foundation | m3 | 35 | ||
| Aggregates (3/4'') | m3 | 70 | ||
| Fine sands | m3 | 100 | ||
| Iron bar 12mm | m | 750 | ||
| Supply water for construction and curing | LS | 1 | ||
| Sub-total 10 | ||||
| 11.0 | Supply material and construct 35 cement blocks valve chambers with size of 100cm x 100cm x 120 cm complete with steel cover and a genuine solex padlock (50mm) as per drawing provided. Annex 6 | Construction of Valve Chambers | No. | 35 |
| Sub-total 11 | ||||
| 12.0 | Supply materials, construct a chipping pipeline marker post as per drawing and fix a painted marker post with an interval of 100m along the pipeline route. Annex 7 | Chipping pipeline marker post painted | No | 150 |
| Sub-total cost 12 | ||||
| 13.0 | Supply material and construct 50 pillars to support GS pipes along gravity mainline as per engineer instruction | Construction of pillars with 1.5" Gs Pipe reinforced with concrete at the base to support GS pipes | No | 50.0 |
| Sub-total cost 13 | ||||
| 14.0 | Supply and construction chlorination station, including cover shed, one mixing tank of mechanical strirrers, level compensation devices, connecting pipe work, fittings, couplings and steel support structure | |||
| Chlorination unit | ||||
| Sim tank 500 lts | No | 1 | ||
| Cage with shading | item | 1 | ||
| Plumbing fittings | item | 1 | ||
| Sub-Total 14 | ||||
| GENERAL ITEMS/SUBCONTRACTORS COSTS | ||||
| 15.0 | Preliminaries activities | Mobilization and demobilization of the equipments and staff | km | 2500 |
| Allow cost for acquiring bond and insurance | item | 1 | ||
| Registaration of Project to CRB | item | 1 | ||
| Sub-Total 15 | ||||
| 16.0 | Supply tools and equipment for operation and maintenance- scheme care takers. | Procure tools kit for O&M - care takers | ||
| Pipe wrench 18'' | Pc | 2 | ||
| Pipe wrench 24'' | Pc | 2 | ||
| Adjustable spanner 12'' | Pc | 2 | ||
| Adjustable spanner 8'' | Pc | 2 | ||
| Die machine 1"-2.5" | item | 1 | ||
| Sub-Total 16 | ||||
| 17.0 | Construction of CBWSO Office building | Construction of CBWSO office and funitures | ||
| BLOCKS | ||||
| No of blocks for foundation | m2 | 180 | ||
| No of blocks for walling | m2 | 300 | ||
| Plundering concrete (1:4:8) - 15cm thick - 70cm wide | ||||
| Portland cement - 50kg 42.5 | bag | 20 | ||
| Aggregate (3/4'') | m3 | 2 | ||
| Coarse sand | m3 | 1 | ||
| Foundation Walling (mortar 1:6) | ||||
| Portland cement - 50kg 42.5 | bag | 20 | ||
| Coarse sand | m3 | 3 | ||
| Foundation Beam = 1:2:4 - 20cm thick -23cm wide | ||||
| Portland cement - 50kg 42.5 | bag | 30 | ||
| Aggregate (3/4'') | m3 | 5 | ||
| Coarse sand | m3 | 3 | ||
| 12mm Bars @ 11.5m | m | 460 | ||
| 8mm rings | pcs | 370 | ||
| Hard core - assume 15cm think - m3 | m3 | 4 | ||
| 8mm DPM (Dump proof membrane) - m2 | m2 | 80 | ||
| 100mm oversite concrete (1:3:6) | ||||
| Portland Cement (50kg)-42.5 | bag | 30 | ||
| Aggregate (3/4'') | m3 | 3 | ||
| Coarse sand | m3 | 2 | ||
| Formwork - Assuming once for all concrete works -1"x10" -3m | pcs | 75 | ||
| Formwork - Assuming once for all concrete works -2"x4" -3m | pcs | 20 | ||
| Assorted nails (kg) | Kg | 50 | ||
| Superstructure walling 1:6 mortar | ||||
| Portland cement - 50kg 42.5 | bag | 30 | ||
| Coarse sand | m3 | 3 | ||
| Over windows/doors Beam (lintel) = 1:2:4 - 15cm thick - 15cm wide | ||||
| Portland cement - 50kg 42.5 | bag | 20 | ||
| Aggregate (3/4'') | m3 | 3 | ||
| Coarse sand | m3 | 2 | ||
| 12mm Bars @11.5m | m | 460 | ||
| 8mm rings | pcs | 370 | ||
| Sand cement screed - 5cm (1:6) | ||||
| Portland cement - 50kg 42.5 | bag | 20 | ||
| Coarse sand | m3 | 2 | ||
| Roofing | ||||
| Rafters (2"x4") - 3m | pcs | 140 | ||
| Purlinn (2"x2") - 3m | pcs | 100 | ||
| Fascia board (1"x10") - 3m | pcs | 14 | ||
| Assorted nails (1"-5") | kg | 40 | ||
| Roofing nails | kg | 18 | ||
| Truss Wires - Straining wire GI 3.5mm | meter | 325 | ||
| Roofing sheets (28 gauges) | pcs | 85 | ||
| Roof troughs | pcs | 6 | ||
| Roof Caps | pcs | 32 | ||
| Window and Door Grills + window and door shutter including fixing | ||||
| Window Grills | pcs | 11 | ||
| Door Grills | pcs | 2 | ||
| Alluminium window shutters | pcs | 11 | ||
| Hard woord door shutters | pcs | 8 | ||
| Plastering (Cement/Sand - MORTAR 1:3 ) - 3cm thickness | ||||
| Portland cement - 50kg 42.5 | bag | 48 | ||
| Coarse sand | m3 | 3 | ||
| Ceiling | ||||
| Plundering (2"x2") | pcs | 110 | ||
| Gypsum boards (1.2m x 2.4m) | ps | 28 | ||
| gypsum scarting | pcs | 55 | ||
| Tiling | ||||
| Portland cement - 50kg 42.5 | bag | 30 | ||
| Coarse sand | m3 | 1 | ||
| 40cmx40cm - tiles | boxes | 40 | ||
| 25cmx40cm -tiles | boxes | 36 | ||
| Scarting - tiles (15cmx120cm) | boxes | 7 | ||
| Ramps | ||||
| Front and Rear door veranda | Pcs | 2 | ||
| Electrification | ||||
| Electrification - Grid electricity or solar as per drawing: |
a). Main switch – 6 ways – 1 pc b). Circuit Breaker – 63A – 1 pc c). Earth Rod – 1pc d). Wire:
- 10mm2 – 3 Core- 15 m
- 2.5mm2 (Red) – 200m, Black/Blue – 200m, Green – 200m
- 1.5mm2 (Red) – 200m, Black/Blue – 200m, Green – 200m e). Twin-Switch Socket – 11 pcs f). 2-Gang Switch – 2 pcs;
g). One-Gang switch – 6pcs h). Lamp holders (Angle) – 4pcs, (Straight) – 13 pcs i). Conduit pipes ¾” – 70pcs j). Elbow joints 3/4” – 50pcs.
k). Junctin Box – 25 pcs l). saddle – 1 box.
m). Nipple – 25 boxes n). Twin squire box – 20pcs 0). Squire box single – 12 pcs
| p). Round box – 4pcs | ls | 1 | |||
| Painting | |||||
| painting - all costs | ls | 1 | |||
| Washing and waste water | |||||
| Plumbing, sanitary appliances, Septic tank, Pipes and fittings | ls | 1 | |||
| Basic Office Furniture | |||||
| Tables and chairs, book shelves, filing cabinets, laptop: | |||||
| a. | 4 Wooden office Table each - 120cm X 75cm | ||||
| b. | 2 wooden conference table – 160cm x75 cm | ||||
| c. | 16 Office Chair (wooden | ||||
| d. | 3 wooden Shelving 150 X 220cm | ||||
| e. | Window curtains Window size: Horizontal Width 280cm X Vertical Length 200cm | ||||
| ls | 1 | ||||
| Sub-Total 17 | |||||
| 18.0 | Tools and equipments | Hiring of concrete vibrator | Lumpsum | 1 | |
| Hiring of movable generator | Lumpsum | 1 | |||
| Hiring of concrete mixer | Lumpsum | 1 | |||
| Sub-Total 18 | |||||
| 19.0 | Labour charges | Skilled labor charges (Plumber) | Manday | 180 | |
| Skilled labor charges (Masonry) | Manday | 180 | |||
| Skilled labor charges (steel fixer) | Manday | 60 | |||
| Skilled labor charges (Carpenter) | Manday | 50 | |||
| Skilled labor charges (Welder) | Manday | 50 | |||
| Field supervision cost (Engineer) | Manday | 120 | |||
| Field supervision cost (Technician) | Manday | 180 | |||
| Monitoring - Manager | manday | 60 | |||
| Un-skilled labors | Manday | 180 | |||
| Sub-total cost 19 | |||||
| 20.0 | Transportation cost of staff and material shifting within sites | Transport cost for supervision and monitoring | Km | 2500 | |
| Sub-total cost 20 | |||||
| 21.0 | Testing of materials | Concrete cubes and concrete blocks | L/S | 1 | |
| Pipes test | L/S | 1 | |||
| Soil geotechnical test for tank sites | No | 1 | |||
| Sub-total cost 21 | |||||
| 22.0 | Provision and Installation of steel metal sign board and keep it throughout the construction period | Sign board costs | L/S | 1 | |
| Sub-total cost 22 | |||||
| 23.0 | Health and Safety tools , Environmental and social management requirement | Health and Safety tools for workers and vistors | L/S | 1 | |
| Sub-Total 23 | |||||
| 24.0 | As Built Drawings as per Specified Specification and TARURA/TANROAD road crossing | As Built Drawings as per Specified Specification | L/s | 1 | |
| TARURA/TANROAD road crossing | L/S | 1 | |||
| Sub-Total 24 |
| GRAND TOTAL COST |
| Add VAT 18% |
| TOTAL COST WITH VAT |
IBUNGULU Group Budget
| IBUNGULU GROUP GRAVITY WATER SUPPLY SCHEME -Ludewa District, 88km from Ludewa township 10°23'40.1402"S, 34°44'39.1140"E | ||||||
| S/N | Main Activity | Activity Breakdowns | Unit | Qty | Rate ($) | Amount($) |
| 1.0 | Rehabilitation of Mchuchuma intake structure on Mchuchuma River including plumbing, concrete and masonary works as per drawing provided and Engineer's instructions. |
| Rehabilitation of Mchuchuma Intake on Mchuchuma River | ||||
| Site clearance | m2 | 225 | ||
| Hardcore | m3 | 12 | ||
| Aggregates (1/2") | m3 | 7.5 | ||
| Aggregates (3/4") | m3 | 7.5 | ||
| Fine sands | m3 | 12 | ||
| Portland cement (50kg)-42.5 | bag | 90 | ||
| Iron bar 12mm | kg | 1070 | ||
| Iron bar 16mm | kg | 1138 | ||
| Assorted 8mm Stirrup 200mm c/c | kg | 80 | ||
| Binding wires | Kg | 20 | ||
| Marine board for form work (1.2m x 2.4m) -18mm thickness | Pc | 15 | ||
| Steel scaffolds | ls | 1 | ||
| Assorted timbers 10 ft (2''x2'') to support form work | Pcs | 32 | ||
| Assorted timbers 10 ft (2''x4'') to support form work | Pcs | 30 | ||
| Assorted nails (1"-5") | Kg | 20 | ||
| Water proof cements | Kg | 20 | ||
| Hiring of compressor for drilling holes for Reinforcement starters into the rock | Lumpsum | 1 | ||
| Construction of RC manhole cover (600mm x 600mm) | No | 2 | ||
| TOTAL BILL No.1 CARRIED TO SUMMARY | ||||
| 2.0 | Supply materials and rehabilitation of an on ground 50m3 water storage tank at Lihagule Village | Rehabilitation of 50m3 Water storage tank on ground at Lihagule Village | ||
| Portland cement (50kg)-42.5 | bags | 10.00 | ||
| Fine sands | m3 | 1.00 | ||
| Fabricate and fix extenal and internal ladder of the tank | Pc | 2.00 | ||
| Filling,levelling compaction and planting of carpet grass around the tank | m2 | 40 | ||
| Supply all materials for tank sckimming and painting as per Engineers instructions | LS | 1.00 | ||
| Summer blue weather guard paints | litre | 60.00 | ||
| Painting oil(Tin) | litre | 20.00 | ||
| Concrete Chambers with Concrete fabricated RC manhole cover 600mm x 600mm | pc | 4.00 | ||
| White silk weather guard paints | litre | 60.00 | ||
| Bitumineous materials for joints joining and expansion | litre | 60.00 | ||
| Supply water for construction and curing | LS | 1.00 | ||
| TOTAL BILL No.2 CARRIED TO SUMMARY | ||||
| 3.0 | Supply materials and rehabilitation of an on ground 50m3 water storage tank at Kingole Village | Rehabilitation of 50m3 Water storage tank on ground at Kingole Village | ||
| Portland cement (50kg)-42.5 | bags | 10.00 | ||
| Fine sands | m3 | 1.00 | ||
| Steel scaffolds | ls | 1 | ||
| Fabricate and fix extenal and internal ladder of the tank | Pc | 2.00 | ||
| Filling,levelling compaction and planting of carpet grass around the tank | m2 | 40 | ||
| Supply all materials for tank sckimming and painting as per Engineers instructions | LS | 1.00 | ||
| Summer blue weather guard paints | litre | 60.00 | ||
| Painting oil(Tin) | litre | 20.00 | ||
| Chambers Concrete construction with fabricated RC manhole cover 600mm x 600mm | pc | 4.00 | ||
| White silk weather guard paints | litre | 60.00 | ||
| Bitumineous materials for joints joining and expansion | litre | 60.00 | ||
| Supply water for construction and curing | LS | 1.00 | ||
| TOTAL BILL No.3 CARRIED TO SUMMARY |
| 4.0 | Supply materials and construct an on ground 75m3 water storage tank at Luilo Village, including all masonry works, and fencing the tank with chain link wire maximum 15m length x 15m width , 2m high properly anchored to the ground by concrete strip and fencing poles with its door 1.2m width and door lock. | Construction of storage tank 75m3 to serve Luilo Village | ||
| Site clearance around the contruction area | m2 | 190 | ||
| Excavation of foundation footings as per Engineer instructions | m3 | 45 | ||
| Portland cement (50kg)-42.5 | Bags | 450 | ||
| Hardcore for foundation construction | m3 | 28 | ||
| Aggregates (1/2") | m3 | 35.00 | ||
| Aggregates (3/4") | m3 | 20.00 | ||
| Coarse Sand | m3 | 60 | ||
| Concrete blockwork for tank wall (460mmx230mmx150mm) block mix 1:2:4 | Pc | 88.83 | ||
| Supply all timbers for formworks, nails and fix as per Engineer instructions | LS | 1 | ||
| Marine board 1.2 x 2.4m -18mm thickness | pc | 25 | ||
| Supply all materials for tank sckimming and painting as per Engineers instructions | LS | 1 | ||
| Summer blue weather guard paints | litre | 35.00 | ||
| Painting oil(Tin) | litre | 10.00 | ||
| Concrete fabricated RC manhole cover 600mm x 600mm | pc | 1.00 | ||
| White silk weather guard paints | litre | 50.00 | ||
| Water proof cement | Kg | 40 | ||
| 16mm round bar for bottom and top slab of the tank | Kg | 870 | ||
| 12mm round bars for walling | kg | 2492 | ||
| Filling,levelling compaction and planting of carpet grass around the tank | m2 | 60 | ||
| Binding wire | Kg | 40 | ||
| Bitumineous materials for bottom slab of the tank | litre | 60 | ||
| RC Man hole cover 600mmx 600mm | Pc | 2 | ||
| Steel scaffolds | ls | 1 | ||
| Assorted 8mm Stirrup 200mm c/c | kg | 130 | ||
| Supply and fixing internal and external ladder the storage tank according to drawing provided | Nr | 2 | ||
| Supply water for construction and curing | LS | 1 | ||
| Supply all materials and construct fence with the size of 15m x 15m x 2m around the storage tank complete with gate | ||||
| Barbed wire 2.5mm | m | 220 | ||
| Fence string 2.5mm | m | 640 | ||
| Chain wire 2.5mm/fence wire | m | 100 | ||
| Concrete/ Fence post (2100 x 100 x 100) mm | No | 40 | ||
| Gate column/post (2100 x 300 x300)mm | No | 2 | ||
| Gate Hinge | No | 6 | ||
| Hip of Padlock | No | 1 | ||
| Square pipe for gate | m | 36 | ||
| Portland cement (50kg)-42.5 | Bags | 20 | ||
| Aggregates (3/4") | m3 | 2 | ||
| Coarse Sand | m3 | 2 | ||
| Supply water for construction and curing | LS | 1 | ||
| TOTAL BILL No.4 CARRIED TO SUMMARY | ||||
| 5.0 | Excavate trench 100cm deep and 60cm wide for main gravity and distribution lines, lay pipes in the trench with its appropiate fittings and backfill propely including anchoring every pipe laid in valley and cock crossing by reinforced or mass concrete as may be directed by Engineer. | Trench excavation,lay pipe and backfill the trench | m | 45000 |
| TOTAL BILL No.5 CARRIED TO SUMMARY | ||||
| 6.0 | Supply pipes and fittings for Gravity Main and distribution lines, lay pipes in the trench with its appropiate fittings and backfill propely including anchoring every pipe laid in valley and cock crossing by reinforced or mass concrete as may be directed by Engineer. |
| Pipes and Fittings | ||||
| Gs pipes | ||||
| GS pipe 6'' with sockets - Medium | m | 750 | ||
| GS pipe 6'' with sockets - Medium-For rehabilition for the existing networks | m | 250 | ||
| GS pipe 4'' with sockets - Medium | m | 18 | ||
| GS pipe 3'' with sockets -Medium | m | 576 | ||
| GS pipe 2.5'' with sockets -Medium | m | 18 | ||
| GS pipe 2'' with sockets -Medium | m | 18 | ||
| GS pipe 1.5'' with sockets -Medium | m | 30 | ||
| HDPE pipe | ||||
| HDPE poly pipe 160mm/6" PN 16 | m | 2664 | ||
| HDPE poly pipe 160mm/6" PN 12.5 | m | 3288 | ||
| HDPE poly pipe 160mm/6" PN 10 | m | 9888 | ||
| HDPE poly pipe 110mm PN 10 | m | 4344 | ||
| HDPE poly pipe 90mm PN 16 | m | 1000 | ||
| HDPE poly pipe 90mm PN 12.5 | m | 4300 | ||
| HDPE poly pipe 90mm PN 10 | m | 700 | ||
| HDPE poly pipe 75mm PN 10 | m | 2550 | ||
| HDPE poly pipe 63mm PN 10 | m | 5850 | ||
| HDPE poly pipe 50mm PN 10 | m | 3200 | ||
| HDPE poly pipe 32mm PN 10 | m | 8500 | ||
| Sub-Total | ||||
| Fittings | ||||
| Pipe Fusion using fusion machine for HDPE pipes 63mm-160mm | Nr | 3000 | ||
| Couplings | ||||
| HDPE straight coupling 160mm PN16 | Pc | 20 | ||
| HDPE straight coupling 110mm PN16 | Pc | 20 | ||
| HDPE straight coupling 90mm PN16 | Pc | 20 | ||
| HDPE straight coupling 75mm PN16 | Pc | 10 | ||
| HDPE straight coupling 63mm PN16 | Pc | 30 | ||
| HDPE straight coupling 50mm PN16 | Pc | 20 | ||
| HDPE straight coupling 32mm PN16 | Pc | 50 | ||
| HDPE Reducing couplings | ||||
| Straight reducer coupling 160x 110mm PN16 | Pc | 10 | ||
| Straight reducer coupling 110x 90mm PN16 | Pc | 10 | ||
| Straight reducer coupling 90x 75mm PN16 | Pc | 10 | ||
| Straight reducer coupling 75x 63mm PN16 | Pc | 10 | ||
| Straight reducer coupling 75x50mm PN16 | Pc | 10 | ||
| Straight reducer coupling 63x50mm PN16 | Pc | 20 | ||
| Straight reducer coupling 63x32mm PN16 | Pc | 20 | ||
| Straight reducer coupling 50 x 40mm PN16 | Pc | 20 | ||
| Straight reducer coupling 50 x 32mm PN16 | Pc | 20 | ||
| Straight reducer coupling 40 x 32mm PN16 | Pc | 20 | ||
| Straight reducer coupling 32 x 25mm PN16 | Pc | 40 | ||
| HDPE adaptors | ||||
| HDPE male adaptor 160mm x 6'' PN16 | Pc | 40 | ||
| HDPE male adaptor 110mm x 4'' PN16 | Pc | 20 | ||
| HDPE male adaptor 90mm x 3'' PN16 | Pc | 20 | ||
| HDPE male adaptor 75mm x 2.5'' PN16 | Pc | 20 | ||
| HDPE male adaptor 63mm x 1.5'' PN16 | Pc | 30 | ||
| HDPE male adaptor 50mm x 1.5'' PN16 | Pc | 20 | ||
| HDPE male adaptor 40mm x 1.25''PN16 | Pc | 20 | ||
| HDPE male adaptor 32mm x 1''PN16 | Pc | 60 | ||
| HDPE Saddle clamps | ||||
| Clamp saddle 160mm x 63mm PN 10 | Pc | 30 | ||
| Clamp saddle 160mm x 50mm PN 10 | Pc | 30 | ||
| Clamp saddle 160mm x 40mm PN 10 | Pc | 30 | ||
| Clamp saddle 160mm x 32mm PN 10 | Pc | 30 | ||
| Clamp saddle 110mm x 63mm PN 10 | Pc | 30 | ||
| Clamp saddle 110mm x 50mm PN 10 | Pc | 30 | ||
| Clamp saddle 110mm x 40mm PN 10 | Pc | 30 | ||
| Clamp saddle 110mm x 32mm PN 10 | Pc | 30 | ||
| Clamp saddle 90mm x 63mm PN 10 | Pc | 30 | ||
| Clamp saddle 90mm x 50mm PN 10 | Pc | 30 | ||
| Clamp saddle 90mm x 40mm PN 10 | Pc | 30 | ||
| Clamp saddle 90mm x 32mm PN 10 | Pc | 30 | ||
| Clamp saddle 75mm x 63mm PN 10 | Pc | 60 | ||
| Clamp saddle 75mm x 50mm PN 10 | Pc | 60 | ||
| Clamp saddle 75mm x 40mm PN 10 | Pc | 60 | ||
| Clamp saddle 75mm x 32mm PN 10 | Pc | 60 | ||
| Clamp saddle 63mm x 50mm PN 10 | Pc | 60 | ||
| Clamp saddle 63mm x 40mm PN 10 | Pc | 60 | ||
| Clamp saddle 63mm x 32mm PN 10 | Pc | 60 | ||
| Clamp saddle 50mm x 40mm PN 10 | Pc | 60 | ||
| Clamp saddle 50mm x 32mm PN 10 | Pc | 60 | ||
| Clamp saddle 40mm x 32mm PN 10 | Pc | 60 | ||
| Clamp saddle 32mm x 32mm PN 10 | Pc | 120 | ||
| HDPE Equal Tees | ||||
| HDPE equal Tee 160mm PN 10 | Pc | 14 | ||
| HDPE equal Tee 110mm PN 10 | Pc | 8 | ||
| HDPE equal Tee 90mm PN 10 | Pc | 4 | ||
| HDPE equal Tee 75mm PN 10 | Pc | 6 | ||
| HDPE equal Tee 63mm PN 10 | Pc | 4 | ||
| HDPE equal Tee 50mm PN 10 | Pc | 10 | ||
| HDPE equal Tee 40mm PN 10 | Pc | 10 | ||
| HDPE equal Tee 32mm PN 10 | Pc | 20 | ||
| HDPE Reduced Tees | ||||
| HDPE ReducingTee 160mm x 90mm PN 16 | Pc | 4 | ||
| HDPE ReducingTee 110mm x 90mm PN 16 | Pc | 4 | ||
| HDPE ReducingTee 90mm x 75mm PN 16 | Pc | 4 | ||
| HDPE Reducing Tee 90mm x 63mm PN 16 | Pc | 4 | ||
| HDPE Reducing Tee 90mm x 50mm PN 16 | Pc | 4 | ||
| HDPE ReducingTee 90mm x 32mm PN 16 | Pc | 4 | ||
| HDPE Reducing Tee 75mm x 63mm PN 16 | Pc | 4 | ||
| HDPE Reducing Tee 75mm x 50mm PN 16 | Pc | 4 | ||
| HDPE Reducing Tee 75mm x 40mm PN 16 | Pc | 4 | ||
| HDPE Reducing Tee 63mm x 50mm PN 16 | Pc | 4 | ||
| HDPE Reducing Tee 63mm x 40mm PN 16 | Pc | 4 | ||
| HDPE Reducing Tee 63mm x 32mm PN 16 | Pc | 4 | ||
| HDPE Reducing Tee 50mm x 40mm PN 16 | Pc | 4 | ||
| HDPE Reducing Tee 50mm x 32mm PN 16 | Pc | 4 | ||
| HDPE Reducing Tee 40mm x 32mm PN 16 | Pc | 10 | ||
| Gs sockets | ||||
| GS socket 6'' heavy duty | Pc | 130 | ||
| GS socket 4'' heavy duty | Pc | 5 | ||
| GS socket 3'' heavy duty | Pc | 6 | ||
| GS socket 2.5'' heavy duty | Pc | 5 | ||
| GS socket 2'' heavy duty | Pc | 5 | ||
| GS socket 1.5'' heavy duty | Pc | 6 | ||
| GS socket 1.25'' heavy duty | Pc | 6 | ||
| GS socket 1 '' heavy duty | Pc | 30 | ||
| Gs hexagon union | ||||
| GS hexagon union 6'' | Pc | 10 | ||
| GS hexagon union 4'' | Pc | 4 | ||
| GS hexagon union 3'' | Pc | 4 | ||
| GS hexagon union 2.5'' | Pc | 4 | ||
| GS hexagon union 2'' | Pc | 4 | ||
| GS hexagon union 1.5'' | Pc | 4 | ||
| GS hexagon union 1.25'' | Pc | 6 | ||
| GS hexagon union 1'' | Pc | 30 | ||
| Gs elbows | ||||
| GS elbow 6'' | pc | 20 | ||
| GS elbow 4'' | pc | 10 | ||
| GS elbow 3'' (90 degree) | pc | 20 | ||
| GS elbow 3'' (45 degree) | pc | 20 | ||
| GS elbow 3'' (22.5 degree) | pc | 20 | ||
| GS elbow 2.5'' | pc | 30 | ||
| GS elbow 1.5'' | pc | 30 | ||
| GS elbow1.25'' | pc | 20 | ||
| GS elbow 1'' | pc | 30 | ||
| Gs bend with female threads Heavy duty | ||||
| GS long bend 6" 90 degree female threaded | Pc | 10 | ||
| GS long bend 6" 45 degree female threaded | Pc | 10 | ||
| GS long bend 6" 22 .5degree female threaded | Pc | 10 | ||
| GS long bend 6" 11.5 degree female threaded | Pc | 10 | ||
| GS long bend 4" 90 degree female threaded | Pc | 10 | ||
| GS long bend 4" 45 degree female threaded | Pc | 10 | ||
| GS long bend 3" 90 degree female threaded | Pc | 10 | ||
| GS long bend 3" 45 degree female threaded | Pc | 10 | ||
| GS long bend 2.5" 90 degree female threaded | Pc | 4 | ||
| GS long bend 2" 90 degree female threaded | Pc | 4 | ||
| GS long bend 2" 45 degree female threaded | Pc | 4 | ||
| Gs equal tee | ||||
| GS hexagon tee 6'' | Pc | 10 | ||
| GS hexagon tee 4'' | pc | 4 | ||
| GS hexagon tee 3'' | Pc | 4 | ||
| GS hexagon tee 2.5'' | pc | 6 | ||
| GS hexagon tee 2'' | Pc | 10 | ||
| GS hexagontee 1.5'' | Pc | 10 | ||
| GS hexagon tee 1.25'' | Pc | 10 | ||
| GS hexagon tee 1'' | Pc | 20 | ||
| GS Plugs | ||||
| Gs plug 6'' | Pc | 4 | ||
| Gs plug 4'' | Pc | 4 | ||
| Gs plug 3'' | Pc | 4 | ||
| Gs plug 2'' | Pc | 4 | ||
| Gs plug 1.5'' | Pc | 4 | ||
| Gs plug 1'' | Pc | 10 | ||
| Gs hex nipple | ||||
| Gs hex. Nipple 6'' | Pc | 20 | ||
| Gs hex. Nipple 4'' | Pc | 10 | ||
| Gs hex. Nipple 3'' | Pc | 10 | ||
| Gs hex. Nipple 2.5'' | pc | 10 | ||
| Gs hex. Nipple 2'' | Pc | 10 | ||
| Gs hex. Nipple1.5'' | pc | 10 | ||
| Gs hex. Nipple 1.25'' | Pc | 10 | ||
| Gs hex. Nipple1'' | Pc | 20 | ||
| Flanged gate valves | ||||
| Sluice valve 6'' Complete with bolts and nuts | Pc | 6 | ||
| Sluice valve 4'' Complete with bolts and nuts | Pc | 2 | ||
| Sluice valve 3'' Complete with bolts and nuts | Pc | 4 | ||
| Sluice valve 2.5'' Complete with bolts and nuts | Pc | 6 | ||
| Sluice valve 2'' Complete with bolts and nuts | Pc | 4 | ||
| Gs flanged heavy duty | ||||
| Gs srewed flange 6'' | Pc | 30 | ||
| Gs srewed flange 4'' | Pc | 20 | ||
| Gs srewed flange 3'' | Pc | 20 | ||
| Gs srewed flange 2.5'' | Pc | 10 | ||
| Gs srewed flange 2'' | Pc | 10 | ||
| CI/GS Flexible coupling Adaptor PN16 | ||||
| CI Flexible coupling adaptor 6'' | Pc | 20 | ||
| CI Flexible coupling adaptor 4'' | Pc | 4 | ||
| CI Flexible coupling adaptor 3'' | Pc | 10 | ||
| CI Flexible coupling adaptor 2.5'' | Pc | 10 | ||
| CI Flexible coupling adaptor 2'' | Pc | 10 | ||
| Bolt and Nuts and 2 washers for flanges PN25 | ||||
| M20 x 70mm | Pc | 200 | ||
| M16 x 65 | Pc | 200 | ||
| Plain washel | ||||
| M16 x 65 | Pc | 200 | ||
| M20 x 70mm | Pc | 200 | ||
| Gasket rubber | ||||
| 6'' | Pc | 50 | ||
| 4'' | Pc | 10 | ||
| 3'' | Pc | 10 | ||
| 2.5'' | Pc | 10 | ||
| 2'' | Pc | 10 | ||
| PVC adaptor | ||||
| 160mm | Pc | 10 | ||
| 110mm | Pc | 10 | ||
| 90mm | Pc | 10 | ||
| 75mm | Pc | 10 | ||
| 63mm | Pc | 20 | ||
| Bulk meter flanged complete with bolts, nuts | ||||
| Bulk meter 6'' | Pc | 6 | ||
| Bulk meter 4'' | Pc | 6 | ||
| Bulk meter 3'' | Pc | 6 | ||
| Bulk meter 2'' | Pc | 2 | ||
| Brass gate valves | ||||
| Brass gate valve 4'' (Female threaded ) PEX PN19 | Pc | 6 | ||
| Brass gate valve 3'' (Female threaded ) PEX PN20 | Pc | 6 | ||
| Brass gate valve 2.5'' (Female threaded ) PEX PN20 | Pc | 6 | ||
| Brass gate valve 2'' (Female threaded ) PEX PN20 | Pc | 6 | ||
| Brass gate valve 1.5'' (Female threaded ) PEX PN20 | Pc | 6 | ||
| Brass gate valve 1.25'' (Female threaded ) PEX PN20 | Pc | 6 | ||
| Brass gate valve 1'' (Female threaded ) PEX PN20 | Pc | 20 | ||
| Flanged non-return valve complete with bolts, nuts | ||||
| Non-return 6'' | Pc | 1 | ||
| Non-return 4'' | Pc | 1 | ||
| Non-return 3'' | Pc | 1 | ||
| Non-return 2.5'' | Pc | 1 | ||
| Non-return 2'' | Pc | 1 | ||
| Float valve, flanged/screwed complete with bolts, nuts | ||||
| Float valve 6'' | Pc | 4 | ||
| Float valve 3'' | Pc | 2 | ||
| Strainer, flanged | ||||
| Strainer 6'' | Pc | 2 | ||
| Strainer 4'' | Pc | 4 | ||
| Strainer 3'' | Pc | 2 | ||
| Automatic air realese valve (double action) DN25 | ||||
| 1'' | Pc | 30 | ||
| Seal threaded tape - large size | Pkt | 200 | ||
| Transportation for pipes and fittings to respective sites including loading and offloading the pipes | km | 1850 | ||
| Sub-total cost | ||||
| TOTAL BILL No.6 CARRIED TO SUMMARY | ||||
| 7.0 | Supply materials and construct 20 domestic water points and Nine (9) Towers for Government insititutions as per drawing Including all fittings, lockable valves chambers, stop valves in the chambers and plumbing works and excavate drain/soak away pits 1m x 1m x 1m and fill it with stones 100 - 150mm size chamber size (90cm x 90cm x 115cm); plaster ratio 1:6 including associated locable chambers. Annex 5 | Construction of 20 Domestic Water Points | ||
| water flow meter chambers with hook locable Reinforced concrete manhole covers (75 cm x 75 cm x 7.5cm) complete with genuine solex padlock (50mm) | No | 20 | ||
| GS Plugs 1'' | Pc | 45 | ||
| Gs Nipple 1'' | Pc | 45 | ||
| Gate Valve( globle valve) 1' PN20 | Pc | 25 | ||
| Seal threaded tape (large size) | Pkt | 40 | ||
| Gs pipe-1" | m | 300 | ||
| Gs Elbow -1" | Pc | 50 | ||
| Gs plain sockets 1' | Pc | 50 | ||
| Flow meter 1' | Pc | 30 | ||
| Gs Equal tee 1'' | Pc | 50 | ||
| Bibcock 3/4 | Pc | 45 | ||
| Reducing socket 1-3/4" | pcs | 50 | ||
| Supply all materials for formworks | Ls | 1 | ||
| BRC wire mesh 150cmX15m X6mm | Roll | 15 | ||
| Portland cement 50kg-42.5 | bags | 250 | ||
| Hardcore for water point foundation | m3 | 20 | ||
| Aggregates (3/4") | m3 | 20 | ||
| Coarse sands | m3 | 20 | ||
| Iron bar 12mm | kg | 540 | ||
| Supply water for construction and curing | LS | 1 | ||
| Sub-total cost | ||||
| CONSTRUCTION OF TOWER FOR HEALTH FACILITES AND SCHOOLS | ||||
| 5m3 Platic Water Tank | Pcs | 1 | ||
| GS pipe 1''-Medium | m | 12 | ||
| GS pipe 1.25''-Medium | m | 12 | ||
| GS Socket 1.25'' | Pcs | 5 | ||
| GS Nipple 1.25'' | Pcs | 5 | ||
| GS Union 1.125'' | Pcs | 4 | ||
| GS Elbow 1.125'' | Pcs | 8 | ||
| Gate Valve 1.25'' PN20 | Pcs | 1 | ||
| Tank Adapter 40mm | Pcs | 1 | ||
| HDPE Adapter 40mm | Pcs | 3 | ||
| GS Socket 1'' | Pcs | 5 | ||
| GS Nipple 1'' | Pcs | 5 | ||
| GS Union 1'' | Pcs | 4 | ||
| GS Elbow 1'' | Pcs | 8 | ||
| Tank Adapter 32mm | Pcs | 1 | ||
| Seal threaded tape - large size | Pkt/box | 1 | ||
| HDPE Adapter 32mm | Pcs | 3 | ||
| Tank Adapter 50mm | Pcs | 1 | ||
| Portland cement (50kg)-42.5 | bags | 15 | ||
| Coarse Sand | m3 | 2 | ||
| Aggregates (3/4") | m3 | 2.5 | ||
| Hardcore laying 200mm thick | m3 | 1 | ||
| Rinforcement bars 8mm | kg | 12 | ||
| Rinforcement bars 12mm | kg | 70 | ||
| Binding Wire | kg | 1 | ||
| Marine board (1.2x2.4)m- 18mm Thickness | pcs | 3 | ||
| Assorted Nails (1-5)" | kg | 8 | ||
| Supporting timbers 2'' x 2'' | l/s | 1 | ||
| Square pipes 1''x1'' For steel guard | m | 24 | ||
| Movable Ladder (1.5'' Black pipe) | pcs | 1 | ||
| FOR ONE FACILITIES | ||||
| SUB TOTAL FOR NINE (9 )FACILITIES | ||||
| TOTAL BILL No.7 CARRIED TO SUMMARY | ||||
| 8.0 | Supply material and construct 50 cement blocks valve chambers with size of 90cm x 90cm x 115 cm complete with rainforced concrete cover (75cm x 75 cm) with hook lock and a genuine solex padlock (50mm). | Construction of valve chambers | No. | 50 |
| TOTAL BILL No.8 CARRIED TO SUMMARY | ||||
| 9.0 | Supply materials, construct a chipping pipeline marker posts and Valves as per drawing and fix a painted marker post with an interval of 150m along the pipeline route and specified valve points. | Chipping pipeline marker post painted | No | 500 |
| TOTAL BILL No.9 CARRIED TO SUMMARY | ||||
| 10.0 | Supply materials, construct Reinforced concrete pillars supports on pipe crossing the rivers, valley etc as per drawings and MUM engineers directives | Concrete Pillars pipe Supports | No | 50 |
| TOTAL BILL No.10 CARRIED TO SUMMARY | ||||
| 11.0 | Supply materials and fix a chlorination unit station, including cover shed, one mixing tank of mechanical strirrers, level compensation devices, connecting pipe work, fittings, couplings and steel support structure on 4 new water storage tanks as per sketch drawing attached and engineers directives | Chlorination unit | ||
| Sim tank 225 lts | No | 3 | ||
| Plumbing fittings | No. | 3 | ||
| Steel support and cover shed | No. | 3 | ||
| TOTAL BILL No.11 CARRIED TO SUMMARY | ||||
| 12 | GENERAL ITEMS/SUBCONTRACTORS COSTS | |||
| 1.0 | Preliminaries activities | Mobilization and demobilization of the equipments and staff | km | 3500 |
| Allow for costs for Project Registration with CRB | L/S | 1 | ||
| Sub-Total | ||||
| 2.0 | Supply tools and equipment for operation and maintenance- scheme care takers. | Procure tools kit for O&M - care takers | ||
| Pipe wrench 18'' | Pc | 4 | ||
| Pipe wrench 24'' | Pc | 4 | ||
| Adjustable spanner 12'' | Pc | 4 | ||
| Adjustable spanner 8'' | Pc | 4 | ||
| Die machine 1"-2.5" | item | 1 | ||
| Sub-Total | ||||
| CBWSO Office construction and Transport Equipment | Constrution of CBWSO Office complete with furniture per drawing and specifications | |||
| BLOCKS | ||||
| No of blocks for foundation | m2 | 180 | ||
| No of blocks for walling | m2 | 300 | ||
| Blinding concrete (1:4:8) - 7.5cm thick - 70cm wide | ||||
| Portland cement (50kg)-42.5 | bag | 20 | ||
| Aggregate (3/4") | m3 | 2 | ||
| Coarse Sand | m3 | 1 | ||
| Foundation Walling (mortar 1:6) | ||||
| Portland cement (50kg)-42.5 | bag | 20 | ||
| Coarse Sand | m3 | 3 | ||
| Foundation Beam = 1:2:4 - 20cm thick -23cm wide | ||||
| Portland cement (50kg)-42.5 | bag | 30 | ||
| Aggregate (3/4") | m3 | 5 | ||
| Coarse Sand | m3 | 3 | ||
| 12mm Bars @ 11.5m | kg | 409.4 | ||
| 8mm rings | kg | 185 | ||
| Hard core - assume 15cm think - m3 | m3 | 4 | ||
| 8mm DPM (Dump proof membrane) - m2 | m2 | 80 | ||
| 100mm oversite concrete (1:3:6) | ||||
| Portland cement (50kg)-42.5 | bag | 30 | ||
| Aggregate (3/4") | m3 | 3 | ||
| Coarse Sand | m3 | 2 | ||
| Formwork - Assuming once for all concrete works -1"x10" -3m | pcs | 75 | ||
| Formwork - Assuming once for all concrete works -2"x4" -3m | pcs | 20 | ||
| Assorted nails (kg) | Kg | 50 | ||
| Superstructure walling 1:6 mortar | ||||
| Portland cement (50kg)-42.5 | bag | 30 | ||
| Coarse Sand | m3 | 3 | ||
| Over windows/doors Beam (lintel) = 1:2:4 - 15cm thick - 15cm wide | ||||
| Portland cement (50kg)-42.5 | bag | 20 | ||
| Aggregate | m3 | 3 | ||
| Coarse Sand | m3 | 2 | ||
| 12mm Bars @11.5m | kg | 409 | ||
| 8mm rings | kg | 185 | ||
| Sand cement screed - 5cm (1:6) | ||||
| Portland cement (50kg)-42.5 | bag | 20 | ||
| Coarse Sand | m3 | 2 | ||
| Roofing | ||||
| Rafters (2"x4") - 3m | pcs | 140 | ||
| Purlin (2"x2") - 3m | pcs | 100 | ||
| Fascia board (1"x10") - 3m | pcs | 14 | ||
| Assorted nails | kg | 40 | ||
| Roofing nails | kg | 18 | ||
| Truss Wires - Straining wire GI 3.5mm | meter | 325 | ||
| Roofing sheets | pcs | 85 | ||
| Roof troughs | pcs | 6 | ||
| Roof Caps | pcs | 32 | ||
| Window and Door Grills + window and door shutter including fixing | ||||
| Window Grills | pcs | 11 | ||
| Door Grills | pcs | 2 | ||
| Aluminum window shutters | pcs | 11 | ||
| Hard wood door shutters | pcs | 8 | ||
| Plastering (Cement/Sand - MORTAR 1:3 ) - 3cm thickness | ||||
| Portland cement (50kg)-42.5 | bag | 48 | ||
| Coarse Sand | m3 | 3 | ||
| Ceiling | ||||
| Blundering (2"x2") | pcs | 110 | ||
| Gypsum boards | ps | 28 | ||
| gypsum skirting | pcs | 55 | ||
| Tiling | ||||
| Portland cement (50kg)-42.5 | bag | 30 | ||
| Coarse Sand | m3 | 1 | ||
| 40cmx40cm - tiles | boxes | 40 | ||
| 25cmx40cm -tiles | boxes | 36 | ||
| Scarting - tiles (15cmx120cm) | boxes | 7 | ||
| Ramps | ||||
| Front and Rear door veranda | Pcs | 2 | ||
| Electrification | ||||
| Electrification - Grid electricity as per drawing: |
a). Main switch – 6 ways – 1 pc b). Circuit Breaker – 63A – 1 pc c). Earth Rod – 1pc d). Wire:
- 10mm2 – 3 Core- 15 m
- 2.5mm2 (Red) – 200m, Black/Blue – 200m, Green – 200m
- 1.5mm2 (Red) – 200m, Black/Blue – 200m, Green – 200m e). Twin-Switch Socket – 11 pcs f). 2-Gang Switch – 2 pcs;
g). One-Gang switch – 6pcs h). Lamp holders (Angle) – 4pcs, (Straight) – 13 pcs i). Conduit pipes ¾” – 70pcs j). Elbow joints 3/4” – 50pcs.
k). Junctin Box – 25 pcs l). saddle – 1 box.
m). Nipple – 25 boxes n). Twin squire box – 20pcs 0). Squire box single – 12 pcs
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File details come from the government source that posted it. Updated .