J.1 Unpriced Bills of Quantities J.1.1 - 43 Water Supply Projects.xlsx
XLSX spreadsheet 2 MB Posted
- Attached to
- WATER AND SANITATION INFRASTRUCTURE SUPPORT ACTIVITY (WISA) Federal contract opportunity
- Solicitation number
- 72062124R00003
About this file
This federal solicitation seeks proposals for a water and sanitation infrastructure support activity in Tanzania. The goal is to improve access to basic water and sanitation services and water resource management through investments in expanding and sustaining the provision and governance of WASH services. The activity is a continuation of a partnership between the U.S. Agency for International Development Tanzania and the Government of Tanzania. The solicitation involves the construction and rehabilitation of water supply and sanitation infrastructure as well as capacity building support to water authorities, utilities, and communities. Responses are due by the specified date, with the contract award expected shortly after. Pricing, terms, and conditions will be in accordance with standard federal guidelines.
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Text version
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 IN LUDEWA RURAL | |
| 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
IBUNGULU Group Budget
| IBUNGULU GROUP GRAVITY WATER SUPPLY SCHEME | ||||||
| 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-18mm tickness | 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 | 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 | 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 manhole cover 60 x 60mm | pc | 4.00 | ||
| White silk weather guard paints | litre | 60.00 | ||
| Bitumineous materials for joints joining and expansion | LS | 1.00 | ||
| 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 manhole cover 60 x 60mm | pc | 4.00 | ||
| White silk weather guard paints | litre | 60.00 | ||
| Bitumineous materials for joints joining and expansion | LS | 1.00 | ||
| 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 | ||
| Sand | m3 | 60 | ||
| Concrete blockwork for tank wall (460mmx230mmx150mm) block mix 1:2:4 | Pc | 1260 | ||
| 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 manhole cover 60 x 60mm | 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 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 | Kg | 40 | ||
| 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 | Roller | 2 | ||
| Fence string | Roller | 2 | ||
| Chain wire 2mm/fence wire | Roller | 4 | ||
| 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 | ||
| Heap for padlock complete with a padlock | No | 1 | ||
| Square pipe for gate | m | 36 | ||
| Portland cement (50kg)-42.5 | Bags | 20 | ||
| Aggregates | m3 | 2 | ||
| 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 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 | m3 | 20 | |||
| Fine 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 | bags | 15 | |||
| Sand | m3 | 2 | |||
| Aggregates | 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 | |||
| 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 | |||
| Chemical for water treatment (90kg for a start up for each tank - after that community will buy) | 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 | 128000 | |||
| 1.0 | Preliminaries activities | Mobilization and demobilization of the equipments and staff | km | 3500 | |
| Allow for costs for performance Bond and Insurance of works | L/S | 0 | |||
| 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 | |||
| High quality specifications of HDPE pipe butt fusion welding machine diam 2"-8" complete with all associated fixtures plus a generator | Pc | 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 | pcs | 1500 | |||
| No of blocks for walling | pcs | 2400 | |||
| Blinding concrete (1:4:8) - 7.5cm thick - 70cm wide | |||||
| Cement | bag | 20 | |||
| Aggregate | m3 | 2 | |||
| Sand | m3 | 1 | |||
| Foundation Walling (mortar 1:6) | |||||
| Cement | bag | 20 | |||
| Sand | m3 | 3 | |||
| Foundation Beam = 1:2:4 - 20cm thick -23cm wide | |||||
| Cement | bag | 30 | |||
| Aggregate | m3 | 5 | |||
| 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) | |||||
| Cement | bag | 30 | |||
| Aggregate | m3 | 3 | |||
| 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 | |||||
| Cement | bag | 30 | |||
| Sand | m3 | 3 | |||
| Over windows/doors Beam (lintel) = 1:2:4 - 15cm thick - 15cm wide | |||||
| Cement | bag | 20 | |||
| Aggregate | m3 | 3 | |||
| Sand | m3 | 2 | |||
| 12mm Bars @11.5m | kg | 409 | |||
| 8mm rings | kg | 185 | |||
| Sand cement screed - 5cm (1:6) | |||||
| Cement | bag | 20 | |||
| 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 | bundle | 1 | |||
| 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 | |||||
| Cement | bag | 48 | |||
| Sand | m3 | 3 | |||
| Ceiling | |||||
| Blundering (2"x2") | pcs | 110 | |||
| Gypsum boards | ps | 28 | |||
| gypsum skirting | pcs | 55 | |||
| Tiling | |||||
| Cement | bag | 30 | |||
| Sand | m3 | 1 | |||
| 40cmx40cm - tiles | boxes | 40 | |||
| 25cmx40cm -tiles | boxes | 36 | |||
| Skirting - tiles | boxes | 7 | |||
| Ramps | |||||
| Front and Rear door veranda | Pcs | 2 | |||
| Electrification | |||||
| Electrification - Grid electricity or solar | 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 | ls | 1 | |||
| Procurement of two (2) Motorcycles | Pcs | 2 | |||
| Sub-Total | |||||
| 3.0 | Hiring Tools and equipments | Hiring of concrete vibrator | Lumpsum | 1 | |
| Hiring of movable generator | Lumpsum | 1 | |||
| Hiring of concrete mixer | Lumpsum | 1 | |||
| Sub-Total | |||||
| 4.0 | Labour charges | Skilled labor charges (Plumber) | Manday | 120 | |
| Skilled labor charges (Masonry) | Manday | 180 | |||
| Skilled labor charges (steel fixer) | Manday | 90 | |||
| Skilled labor charges (Carpenter) | Manday | 30 | |||
| Skilled labor charges (Welder) | Manday | 30 | |||
| Skilled labor charges (Painter) | Manday | 45 | |||
| Field supervisoion cost (Engineer) | Manday | 180 | |||
| Field supervisoion cost (Technician) | Manday | 180 | |||
| Monitoring - Manager | manday | 30 | |||
| Un-skilled labors | Manday | 180 | |||
| Sub-total cost | |||||
| 5.0 | Transportation cost of staff and material shifting within sites | Transport cost for supervision, monitoring and material shifting within sites | Km | 3700 | |
| Sub-total cost | |||||
| 6.0 | Testing of materials | Concrete cubes and concrete blocks | L/S | 1 | |
| Pipes test | L/S | 1 | |||
| Soil geotechnical test for tank sites | No | 3 | |||
| Sub-total cost | |||||
| 7.0 | Provide and Install Signboard | Sign board | Nr | 4 | |
| Sub-total cost | |||||
| 8.0 | Health and Safety tools and Environmental and Social Management requirements | Health and Safety tools for workers and visitors and site protections | L/S | 1 | |
| Sub-total cost | |||||
| 9.0 | Allow costs for preparing As-built drawings for the project and TARURA/TANROAD road crossing | Prepare As-built drawings for the entire project | L/S | 1 | |
| TARURA/TANROAD road crossing | L/S | 1 | |||
| Sub-total cost | |||||
| TOTAL BILL No.12 CARRIED TO SUMMARY | |||||
| GRAND TOTAL COST | |||||
| Add VAT 18% | |||||
| TOTAL COST WITH VAT |
Ihanga Budget
| IHANGA GRAVITY WATER SUPPLY SCHEME | ||||||
| S/N | Main Activity | Activity Breakdowns | Unit | Qty | Rate ($) | Amount($) |
| 1.0 | Construction of Ihanga intake strucutre as per drawing provided. Annex 9 | Construction of Intake | ||||
| Site clearance | m2 | 200 | ||||
| Hardcore | m3 | 20 | ||||
| Aggregates 3/4" | m3 | 6 | ||||
| Aggregates 1/2" | m4 | 6 | ||||
| Fine sands | m3 | 16 | ||||
| Portland cement 50kg-42.5 | bag | 90 | ||||
| Iron bar 12mm | kg | 1200 | ||||
| Iron bar 16mm | kg | 900 | ||||
| Assorted 8mm Stirrup 200mm c/c | kg | 151 | ||||
| Binding wires | Kg | 20 | ||||
| Marine board for form work | Pc | 10 | ||||
| Assorted timbers 10 ft (2''x2'') to support form work | Pc | 30 | ||||
| Assorted timbers 10 ft (2''x4'') to support form work | Pc | 30 | ||||
| Assorted nails | Kg | 20 | ||||
| Water proof cements | Kg | 20 | ||||
| Hiring of compressor for drilling holes for Reinforcement starters into the rock | Lumpsum | 1 | ||||
| Demolition costs | Lumpsum | 1 | ||||
| Construction of RC manhole cover | No | 2 | ||||
| TOTAL BILL 1: CARRIED TO SUMMARY | ||||||
| 2.0 | Supply materials and construct concrete blocks water storage tank 50m3 at IhangaVillage ncluding all masonary works, and fencing the tank with fence as per drawing and specification provided. Annex 8 and Annex 10 | Construction of 50m3 storage tank on ground | ||||
| Site clearance around the contruction area | m2 | 100 | ||||
| Excavation of foundation footings as per Engineer instructions | m3 | 34 | ||||
| Hardcore for foundation construction | m3 | 25.2 | ||||
| Aggregates ( 1/2'') | m3 | 20 | ||||
| Aggregates ( 3/4'') | m3 | 24 | ||||
| Sand | m3 | 65.6 | ||||
| Portland cement 50kg-42.5 | bags | 235 | ||||
| Concrete blockwork for tank wall (460mmx230mmx150mm) block mix 1:3:6 | Pc | 580 | ||||
| Supply all timbers for formworks, nails and fix as per Engineer instructions | LS | 1 | ||||
| Marine board 1.2 x 2.4m | pc | 14 | ||||
| Supply all materials for tank skimming and painting as per Engineers instructions | LS | 1 | ||||
| Water proof cement | Kg | 90 | ||||
| 16mm round bar for bottom and top slab of the tank | Kg | 1517 | ||||
| 12mm round bar for walling | Kg | 1650 | ||||
| Filling,levelling compaction and planting of carpet grass around the tank | m2 | 32 | ||||
| Binding wire | Kg | 50 | ||||
| Bitumineous materials for bottom slab of the tank | Kg | 50 | ||||
| Man hole cover 600mmx 600mm | Pc | 1 | ||||
| Steel scaffolds | ls | 1 | ||||
| Assorted 8mm Stirrup | Kg | 151 | ||||
| Supply and fixing internal and external ladder the storage tank according to drawing provided | Nr | 2 | ||||
| Pipe and fittings (inlet, outlet, washout) 2.5" for Tank | item | 1 | ||||
| Filling,levelling compaction and putting aggregates including carpert around the tank | m3 | 12 | ||||
| Supply water for construction and curing | LS | 1.00 | ||||
| Supply all materials and construct fence with the size of 15m x 15m x 2m around the storage tank complete with gate as per drawings | ||||||
| Barbed wire | Roller | 2 | ||||
| Fence string | Roller | 2 | ||||
| Chain wire 2mm/fence wire | Roller | 4 | ||||
| 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 | ||||
| Heap for padlock | No | 1 | ||||
| Square pipe for gate | m | 36 | ||||
| Portland cement 50kg-42.5 | Bags | 12 | ||||
| Aggregates | m3 | 1 | ||||
| Sand | m3 | 1 | ||||
| Supply water for construction and curing | LS | 1.00 | ||||
| TOTAL BILL 2: CARRIED TO SUMMARY | ||||||
| 3.0 | Supply materials and construct one Break Pressure tank of 2.25m3 at Ihanga village, including all plumbing and masonary works and fencing the tank as per drawing and specification provided. Annex 11 | Construction of One Rectangular Break Pressure Tank 2.25m3 on the ditribution main near pipeline going to Mpochu as per drawing attached | ||||
| Site clearance around the contruction area | m2 | 5 | ||||
| Excavation of foundation footings as per Engineers instructions | m3 | 3 | ||||
| Portland cement(50kg bags-42.5) | bags | 30.00 | ||||
| Hardcore for foundation construction | m3 | 5 | ||||
| Aggregates (1/2") | m3 | 4 | ||||
| Aggregates (3/4") | m3 | 4 | ||||
| Fine sands | m3 | 5 | ||||
| Supply all timbers and nails for formworks and fix as per Engineers instruction | LS | 1 | ||||
| Marine board 1.2 x 2.4m with thickness of 8mm | pc | 3 | ||||
| Supply all materials for tank skimming and painting as per Engineers instructions | LS | 1 | ||||
| Supply and fix 6mm stirrup | Kg | 50 | ||||
| 12mm round bars for walling reinforcement | Kg | 250 | ||||
| Filling,levelling compaction and planting of carpet grass around the tank | m2 | 3 | ||||
| Binding wire | Kg | 5 | ||||
| Concrete blockwork for wall construction of raiser and storage tank (460mmx230mmx150mm) block mix 1:3:6 | pc | 300 | ||||
| Bitumineous materials for bottom slab of the tank | Kg | 5 | ||||
| Assorted timber | ls | 1 | ||||
| Supply materials and cast 600 x 600 mm RC tank cover and fix it as per Enginneer Instructions. | Ls | 1 | ||||
| Supply and fixing access ladder into the tank according to drawing provided | Nr | 1 | ||||
| Water proof cement | kg | 10.00 | ||||
| Supply water for construction and curing | LS | 1 | ||||
| Supply all materials and construct fence with the size of 5m x 5m x 2m around the storage tank complete with gate | ||||||
| Barbed wire | Roller | 1 | ||||
| Fence string | Roller | 1 | ||||
| Chain wire 2mm/fence wire | Roller | 1 | ||||
| Concrete/ Fence post (2100 x 100 x 100) mm | No | 12 | ||||
| Gate column/post (2100 x 300 x300)mm | No | 2 | ||||
| Gate Hinge | No | 6 | ||||
| Heap for padlock | No | 1 | ||||
| Square pipe for gate | m | 36 | ||||
| Portland cement (50kg)-42.5 | Bags | 10 | ||||
| Aggregates (1/2") | m3 | 0.5 | ||||
| Sand | m3 | 1 | ||||
| Supply water for construction and curing | LS | 1 | ||||
| TOTAL BILL 3: CARRIED TO SUMMARY | ||||||
| 4.0 | Excavate trench 100cm deep and 80cm 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. Annex 3 and Annex 4 | Trench excavation,lay pipe and backfill the trench | m | 8012 | ||
| TOTAL BILL 4: CARRIED TO SUMMARY | ||||||
| 5.0 | 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 - Heavy duty | m | - 0 | ||||
| GS pipe 4'' with sockets - Heavy duty | m | 60 | ||||
| GS pipe 3'' with sockets -Heavy duty | m | 60 | ||||
| GS pipe 2.5'' with sockets -Heavy duty | m | 480 | ||||
| GS pipe 2'' with sockets -Heavy duty | m | 60 | ||||
| GS pipe 1.5'' with sockets -Heavy duty | m | 120 | ||||
| GS pipe 1.25'' with sockets -Heavy duty | m | 120 | ||||
| GS pipe 1'' with sockets -Heavy duty | m | 192 | ||||
| GS pipe 3/4'' with sockets -Heavy duty | m | 192 | ||||
| HDPE pipe | ||||||
| HDPE poly pipe 110mm PN 12.5 | m | 0 | ||||
| HDPE poly pipe 90mm PN 12.5 | m | 0 | ||||
| HDPE poly pipe 90mm PN 10 | m | 0 | ||||
| HDPE poly pipe 75mm PN 12.5 | m | 750 | ||||
| HDPE poly pipe 75mm PN 10 | m | 2100 | ||||
| HDPE poly pipe 63mm PN 12.5 | m | 900 | ||||
| HDPE poly pipe 50mm PN 10 | m | 1050 | ||||
| HDPE poly pipe 50mm PN 12.5 | m | 450 | ||||
| HDPE poly pipe 40mm PN 10 | m | 600 | ||||
| HDPE poly pipe 40mm PN 12.5 | m | 600 | ||||
| HDPE poly pipe 32mm PN 10 | m | 1950 | ||||
| HDPE poly pipe 32mm PN 12.5 | m | 600 | ||||
| HDPE poly pipe 25mm PN 10 | m | 3300 | ||||
| HDPE poly pipe 25mm PN 12.5 | m | 150 | ||||
| Sub-Total | ||||||
| Fittings | ||||||
| Pipe Fusion using fusion machine for HDPE pipes 2" and above | ||||||
| HDPE poly pipe 110mm PN 12.5 | Nr | 0 | ||||
| HDPE poly pipe 90mm PN 12.5 | Nr | 0 | ||||
| HDPE poly pipe 90mm PN 10 | Nr | 0 | ||||
| HDPE poly pipe 75mm PN 12.5 | Nr | 15 | ||||
| HDPE poly pipe 75mm PN 10 | Nr | 25 | ||||
| HDPE poly pipe 63mm PN 10 | Nr | 15 | ||||
| Couplings | ||||||
| HDPE straight coupling 110mm PN16 | Pc | 0 | ||||
| HDPE straight coupling 90mm PN16 | Pc | 0 | ||||
| HDPE straight coupling 75mm PN16 | Pc | 35 | ||||
| HDPE straight coupling 63mm PN16 | Pc | 20 | ||||
| HDPE straight coupling 50mm PN16 | Pc | 25 | ||||
| HDPE straight coupling 40mm PN16 | Pc | 22 | ||||
| HDPE straight coupling 32mm PN16 | Pc | 30 | ||||
| HDPE straight coupling 25mm PN16 | Pc | 40 | ||||
| HDPE Reducing couplings | ||||||
| Straight reducer coupling 110x 90mm PN16 | Pc | 0 | ||||
| Straight reducer coupling 90x 75mm PN16 | Pc | 8 | ||||
| Straight reducer coupling 75x 63mm PN16 | Pc | 10 | ||||
| Straight reducer coupling 75x50mm PN16 | Pc | 10 | ||||
| Straight reducer coupling 63x50mm PN16 | Pc | 15 | ||||
| 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 | 20 | ||||
| HDPE adaptors | ||||||
| HDPE male adaptor 110mm x 4'' PN16 | Pc | 2 | ||||
| HDPE male adaptor 90mm x 3'' PN16 | Pc | 10 | ||||
| HDPE male adaptor 75mm x 2.5'' PN16 | Pc | 30 | ||||
| HDPE male adaptor 63mm x 1.5'' PN16 | Pc | 30 | ||||
| HDPE male adaptor 50mm x 1.5'' PN16 | Pc | 40 | ||||
| HDPE male adaptor 40mm x 1.25''PN16 | Pc | 40 | ||||
| HDPE male adaptor 32mm x 1''PN16 | Pc | 60 | ||||
| HDPE male adaptor 25mm x 1''PN16 | Pc | 60 | ||||
| HDPE Saddle clamps | ||||||
| Clamp saddle 110mm x 32mm PN 10 | Pc | 4 | ||||
| Clamp saddle 90mm x 32mm PN 10 | Pc | 4 | ||||
| Clamp saddle 75mm x 32mm PN 10 | Pc | 20 | ||||
| Clamp saddle 63mm x 32mm PN 10 | Pc | 20 | ||||
| Clamp saddle 50mm x 32mm PN 10 | Pc | 30 | ||||
| Clamp saddle 40mm x 32mm PN 10 | Pc | 30 | ||||
| Clamp saddle 32mm x 32mm PN 10 | Pc | 30 | ||||
| Clamp saddle 25mm x 25mm PN 10 | Pc | 30 | ||||
| HDPE Equal Tees | ||||||
| HDPE equal Tee 90mm PN 10 | Pc | 4 | ||||
| HDPE equal Tee 75mm PN 10 | Pc | 20 | ||||
| HDPE equal Tee 63mm PN 10 | Pc | 12 | ||||
| HDPE equal Tee 50mm PN 10 | Pc | 12 | ||||
| HDPE equal Tee 40mm PN 10 | Pc | 20 | ||||
| HDPE equal Tee 32mm PN 10 | Pc | 30 | ||||
| HDPE equal Tee 25mm PN 10 | Pc | 30 | ||||
| HDPE Reduced Tees | ||||||
| HDPE ReducingTee 90mm x 75mm PN 10 | Pc | 12 | ||||
| HDPE Reducing Tee 90mm x 63mm PN 10 | Pc | 5 | ||||
| HDPE Reducing Tee 90mm x 50mm PN 10 | Pc | 5 | ||||
| HDPE ReducingTee 90mm x 32mm PN 10 | Pc | 5 | ||||
| HDPE Reducing Tee 75mm x 63mm PN 10 | Pc | 12 | ||||
| HDPE Reducing Tee 75mm x 50mm PN 10 | Pc | 12 | ||||
| HDPE Reducing Tee 75mm x 40mm PN 10 | Pc | 12 | ||||
| HDPE Reducing Tee 63mm x 50mm PN 10 | Pc | 12 | ||||
| HDPE Reducing Tee 63mm x 40mm PN 10 | Pc | 12 | ||||
| HDPE Reducing Tee 63mm x 32mm PN 10 | Pc | 20 | ||||
| HDPE Reducing Tee 50mm x 40mm PN 10 | Pc | 20 | ||||
| HDPE Reducing Tee 50mm x 32mm PN 10 | Pc | 20 | ||||
| HDPE Reducing Tee 40mm x 32mm PN 10 | Pc | 20 | ||||
| HDPE Reducing Tee 32mm x 25mm PN 10 | Pc | 20 | ||||
| Gs sockets | ||||||
| GS Plain socket 6'' | Pc | 0 | ||||
| GS socket 4'' heavy duty | Pc | 20 | ||||
| GS socket 3'' heavy duty | Pc | 20 | ||||
| GS socket 2.5'' heavy duty | Pc | 100 | ||||
| GS socket 2'' heavy duty | Pc | 30 | ||||
| GS Plain socket 1.5'' | Pc | 35 | ||||
| GS Plain socket 1.25'' | Pc | 35 | ||||
| GS Plain socket 1 '' | Pc | 60 | ||||
| GS Plain socket 3/4 '' | Pc | 60 | ||||
| Gs hexagon union | ||||||
| GS hexagon union 6'' | Pc | 0 | ||||
| GS hexagon union 4'' | Pc | 8 | ||||
| GS hexagon union 3'' | Pc | 15 | ||||
| GS hexagon union 2.5'' | Pc | 50 | ||||
| GS hexagon union 2'' | Pc | 25 | ||||
| GS hexagon union 1.5'' | Pc | 25 | ||||
| GS hexagon union 1.25'' | Pc | 20 | ||||
| GS hexagon union 1'' | Pc | 60 | ||||
| GS hexagon union 3/4'' | pc | 60 | ||||
| Gs elbows | ||||||
| GS elbow 6'' | pc | 0 | ||||
| GS elbow 4'' | pc | 10 | ||||
| GS elbow 2,5'' (90 degree) | pc | 30 | ||||
| GS elbow 2.5'' (45 degree) | pc | 20 | ||||
| GS elbow 2.5'' (22.5 degree) | pc | 20 | ||||
| GS elbow 3'' | pc | 20 | ||||
| GS elbow 2'' | pc | 20 | ||||
| GS elbow 1.5'' | pc | 30 | ||||
| GS elbow1.25'' | pc | 30 | ||||
| GS elbow 1'' | pc | 60 | ||||
| GS elbow 3/4'' | pc | 60 | ||||
| Gs equal tee | ||||||
| GS hexagon tee 6'' | Pc | 0 | ||||
| GS hexagon tee 4'' | pc | 8 | ||||
| GS hexagon tee 3'' | Pc | 10 | ||||
| GS hexagon tee 2.5'' | pc | 22 | ||||
| GS hexagon tee 2'' | Pc | 20 | ||||
| GS hexagontee 1.5'' | Pc | 30 | ||||
| GS hexagon tee 1.25'' | Pc | 30 | ||||
| GS hexagon tee 1'' | Pc | 60 | ||||
| GS hexagon tee 3/4'' | Pc | 60 | ||||
| GS Plugs | ||||||
| Gs plug 4'' | Pc | 4 | ||||
| Gs plug 3'' | Pc | 4 | ||||
| Gs plug 2.5'' | Pc | 15 | ||||
| Gs plug 1.5'' | Pc | 20 | ||||
| Gs plug 1'' | Pc | 20 | ||||
| Gs plug 3/4'' | Pc | 20 | ||||
| Gs hex nipple | ||||||
| Gs hex. Nipple 6'' | Pc | 0 | ||||
| Gs hex. Nipple 4'' | Pc | 10 | ||||
| Gs hex. Nipple 3'' | Pc | 20 | ||||
| Gs hex. Nipple 2.5'' | pc | 50 | ||||
| Gs hex. Nipple 2'' | Pc | 40 | ||||
| Gs hex. Nipple1.5'' | pc | 50 | ||||
| Gs hex. Nipple 1.25'' | Pc | 50 | ||||
| Gs hex. Nipple1'' | Pc | 80 | ||||
| Gs hex. Nipple 3/4'' | Pc | 80 | ||||
| Gs, Reducing sockets heavy duty | ||||||
| Gs reducing socket 2.5" x 2" | Pcs | 18 | ||||
| Gs reducing socket 2.5" x 1.25" | Pcs | 18 | ||||
| Gs reducing socket 2.5" x 1" | Pcs | 18 | ||||
| Gs reducing socket 2" x 1.5" | Pcs | 20 | ||||
| Gs reducing socket 2" x 1.25" | Pcs | 20 | ||||
| Gs reducing socket 2" x 1" | Pcs | 20 | ||||
| Gs reducing socket 1.5" x 1.25" | Pcs | 20 | ||||
| Gs reducing socket 1.5" x 1" | Pcs | 20 | ||||
| Gs reducing socket 1.25" x 1" | Pcs | 20 | ||||
| Flanged gate valves | ||||||
| Sluice valve 4'' Complete with bolts and nuts | Pc | 3 | ||||
| Sluice valve 3'' Complete with bolts and nuts | Pc | 3 | ||||
| Sluice valve 2.5'' Complete with bolts and nuts | Pc | 12 | ||||
| Sluice valve 2'' Complete with bolts and nuts | Pc | 10 | ||||
| Gs flanged heavy dutyscrewed flanged complete with bolts and nuts,Gasket ruber and 2 washers | ||||||
| Gs srewed flange 4'' | Pc | 10 | ||||
| Gs srewed flange 3'' | Pc | 20 | ||||
| Gs srewed flange 2.5'' | Pc | 40 | ||||
| Gs srewed flange 2'' | Pc | 26 | ||||
| CI/GS Flexible coupling Adaptor PN16 | ||||||
| CI Flexible coupling adaptor 4'' | Pc | 6 | ||||
| CI Flexible coupling adaptor 3'' | Pc | 6 | ||||
| CI Flexible coupling adaptor 2.5'' | Pc | 30 | ||||
| CI Flexible coupling adaptor 2'' | Pc | 20 | ||||
| Bolt and Nuts and 2 washers for flanges PN25 | ||||||
| M20 x 70mm | Pc | 100 | ||||
| M16 x 65 | Pc | 100 | ||||
| Plain washel | ||||||
| M16 x 65 | Pc | 100 | ||||
| M20 x 70mm | Pc | 100 | ||||
| Gasket rubber | ||||||
| 4'' | Pc | 16 | ||||
| 3'' | Pc | 20 | ||||
| 2.5'' | Pc | 60 | ||||
| 2'' | Pc | 30 | ||||
| PVC adaptor | ||||||
| 110mm | Pc | 4 | ||||
| 90mm | Pc | 4 | ||||
| 75mm | Pc | 20 | ||||
| 63mm | Pc | 20 | ||||
| 50mm | Pc | 10 | ||||
| Bulk meter flanged | ||||||
| Bulk meter 4'' | Pc | 0 | ||||
| Bulk meter 3'' | Pc | 0 | ||||
| Bulk meter 2.5'' | Pc | 4 | ||||
| Bulk meter 2'' | Pc | 1 | ||||
| Flow meter (Dry meter PN 20) | ||||||
| Flow meter 1'' | Pc | 8 | ||||
| Brass gate valves | ||||||
| Brass gate valve 4'' (Female threaded ) PN20 | Pc | 0 | ||||
| Brass gate valve 3'' (Female threaded ) PN20 | Pc | 8 | ||||
| Brass gate valve 2.5'' (Female threaded ) PN20 | Pc | 15 | ||||
| Brass gate valve 2'' (Female threaded ) PN20 | Pc | 12 | ||||
| Brass gate valve 1.5'' (Female threaded ) PN20 | Pc | 15 | ||||
| Brass gate valve 1.25'' (Female threaded ) PN20 | Pc | 15 | ||||
| Brass gate valve 1'' (Female threaded ) PN20 | Pc | 20 | ||||
| Flanged non-return valve | ||||||
| Non-return 4'' | Pc | 0 | ||||
| Non-return 2.5'' | Pc | 2 | ||||
| Non-return 2'' | Pc | 1 | ||||
| Float valve, flanged/screwed | ||||||
| Float valve 3'' | Pc | 2 | ||||
| Float valve 2.5'' | Pc | 2 | ||||
| Strainer, flanged | ||||||
| Strainer 3'' | Pc | 1 | ||||
| Strainer 2.5'' | Pc | 4 | ||||
| Strainer 2'' | Pc | 2 | ||||
| Automatic air realese valve (double action) DN25 | ||||||
| 1'' | Pc | 20 | ||||
| Seal threaded tape - large size | Pkt | 100 | ||||
| Transportation for pipes and fittings to respective sites including loading and offloading the pipes | km | 1650 | ||||
| Sub-total | ||||||
| TOTAL BILL 5: CARRIED TO SUMMARY | ||||||
| 6.0 | Supply materials and construct 16 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 16 Domestic Water Points | ||||
| Site clearance around the contruction area | m2 | 190 | ||||
| Foundation excavation | m3 | 60 | ||||
| Hardcore for water point foundation | m3 | 32 | ||||
| water flow meter chambers with hook locable concrete manhole covers (75 cm x 75 cm x 7.5cm) complete with genuine solex padlock (50mm) | No | 16 | ||||
| Aggregates | m3 | 32 | ||||
| Fine sands | m3 | 16 | ||||
| Iron bar 12mm | Kg | 342 | ||||
| Portland cement 50kg-42.5 | bags | 240 | ||||
| BRC wire mesh 150cmX15m X6mm | Roll | 10 | ||||
| Supply all materials for formworks | LS | 1 | ||||
| GS Plugs 3/4'' | Pc | 32 | ||||
| GS Nipple 3/4'' | Pc | 32 | ||||
| Gate Valve(globle valve) 3/4' PN20 | Pc | 20 | ||||
| Gs pipe 3/4' | m | 186 | ||||
| Gs Elbow 3/4' | Pc | 32 | ||||
| Gs sockets 3/4' | Pc | 32 | ||||
| Gs Reducing socket 1"x3/4'' | Pc | 25 | ||||
| Flow meter 3/4' PN10 | Pc | 22 | ||||
| Gs Equal tee 3/4'' | Pc | 32 | ||||
| Bibcock 3/4'' | Pc | 40 | ||||
| Gs pipe 1' | m | 140 | ||||
| GS Plugs 1'' | Pc | 20 | ||||
| GS Nipple 1'' | Pc | 64 | ||||
| Gs Elbow 1' | Pc | 48 | ||||
| Gs plain sockets 1' | Pc | 48 | ||||
| Gs Equal tee 1'' | Pc | 24 | ||||
| Gate Valve(globle valve) 1' PN20 | Pc | 10 | ||||
| Seal threaded tape (large size) | Pkt | 20 | ||||
| Supply water for construction and curing | LS | 1 | ||||
| Sub-total | ||||||
| CONSTRUCTION OF 3M HEIGHT TANK TOWER WITH 5M3 PLASTIC STORAGE TANK |
FOR 1 HEALTHCARE FACILITY AND 1 SCHOOL
| 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 | bags | 15 | ||
| Sand | m3 | 2 | ||
| Aggregates | 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 18mm | pcs | 3 | ||
| 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 | ||
| Sub-total - FOR ONE FACILITY | ||||
| Sub-total FOR 2 FACILITIES | ||||
| TOTAL BILL 6: CARRIED TO SUMMARY | ||||
| 7.0 | Supply material and construct 32 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). Annex 6 | Construction of valve chambers | No. | 25 |
| TOTAL BILL 7: CARRIED TO SUMMARY | ||||
| 8.0 | Supply materials, construct a chipping pipeline marker posts and Valves as per drawing and fix a painted marker post with an interval of 100m along the pipeline route and specified valve points. Annex 7 | Chipping pipeline marker post painted | No | 100 |
| TOTAL BILL 8: CARRIED TO SUMMARY | ||||
| 9.0 | Supply material and construct 20 concrete pillars to support GS pipes along gravity mainline and distribution network as per engineer instruction | Construction of pillars with Gs Pipe reinforced with concrete at the base to support GS pipes | No | 20 |
| TOTAL BILL 9: CARRIED TO SUMMARY | ||||
| 10.0 | 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 as per sketch drawing attached and engineers directives | Chlorination unit | ||
| Sim tank 225 lts | No | 1 | ||
| Shadding appartunents (Cage with shading) | lumpsum | 1 | ||
| Chemical for water treatment (90kg for a start up for each tank - after that community will buy) | lumpsum | 1 | ||
| Plumbing fittings | lumpsum | 1 | ||
| TOTAL BILL 10: CARRIED TO SUMMARY | ||||
| 11 | GENERAL ITEMS/SUBCONTRACTORS COSTS | |||
| 1.0 | Preliminaries activities | Mobilization and demobilization of the equipments and staff | km | 2000 |
| Allow cost for acquiring bond and insurance | item | 0 | ||
| Registaration of Project to CRB | item | 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 | 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 | ||||
| 3.0 | Constrution of CBWSO Office complete with furniture per drawing and specifications - Annex 12 and proccurement of Motorcycles | Constrution of CBWSO Office complete with furniture per drawing and specifications - Annex 12 | ||
| BLOCKS | ||||
| No of blocks for foundation | pcs | 1500 | ||
| No of blocks for walling | pcs | 2400 | ||
| Plundering concrete (1:4:8) - 15cm thick - 70cm wide | ||||
| Cement | bag | 20 | ||
| Aggregate | m3 | 2 | ||
| Sand | m3 | 1 | ||
| Foundation Walling (mortar 1:6) | ||||
| Cement | bag | 20 | ||
| Sand | m3 | 3 | ||
| Foundation Beam = 1:2:4 - 20cm thick - 23cm wide | ||||
| Cement | bag | 30 | ||
| Aggregate | m3 | 5 | ||
| 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) | ||||
| Cement | bag | 30 | ||
| Aggregate | m3 | 3 | ||
| 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 | ||||
| Cement | bag | 30 | ||
| Sand | m3 | 3 | ||
| Over windows/doors Beam (lintel) = 1:2:4 - 15cm thick - 15cm wide | ||||
| Cement | bag | 20 | ||
| Aggregate | m3 | 3 | ||
| Sand | m3 | 2 | ||
| 12mm Bars @11.5m | Kg | 409 | ||
| 8mm rings | Kg | 185 | ||
| Sand cement screed - 5cm (1:6) | ||||
| Cement | bag | 20 | ||
| 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 | kg | 40 | ||
| Roofing nails | kg | 18 | ||
| Truss Wires | bundle | 1 | ||
| 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 | ||
| Alluminium window shutters | pcs | 11 | ||
| Hard woord door shutters | pcs | 8 | ||
| Plastering (Cement/Sand - MORTAR 1:3 ) - 3cm thickness | ||||
| Cement | bag | 48 | ||
| Sand | m3 | 3 | ||
| Ceiling | ||||
| Plundering (2"x2") | pcs | 110 | ||
| Gypsum boaords | ps | 28 | ||
| gypsum scarting | pcs | 55 | ||
| Tiling | ||||
| Cement | bag | 30 | ||
| Sand | m3 | 1 | ||
| 40cmx40cm - tiles | boxes | 40 | ||
| 25cmx40cm -tiles | boxes | 36 | ||
| Scarting - tiles | boxes | 7 | ||
| Ramps | ||||
| Front and Rear door veranda | Pcs | 2 | ||
| Electrification | ||||
| Electrification - Grid electricity or solar | 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 | ls | 1 | ||
| Procurement of two (2) Motorcycles | Pcs | 2 | ||
| Sub-Total | ||||
| 4.0 | Tools and equipments | Hiring of concrete vibrator | Lumpsum | 1 |
| Hiring of movable generator | Lumpsum | 1 | ||
| Hiring of concrete mixer | Lumpsum | 1 | ||
| Sub-Total | ||||
| 5.0 | Labour charges | Skilled labor charges (Plumber) | Manday | 150 |
| Skilled labor charges (Masonry) | Manday | 180 | ||
| Skilled labor charges (Welder) | Manday | 60 | ||
| Skilled labor charges (Painter) | Manday | 60 | ||
| Skilled labor charges (steel fixer) | Manday | 60 | ||
| Field supervision cost (Engineer) | Manday | 180 | ||
| Field supervision cost (Technician) | Manday | 180 | ||
| Monitoring - Manager | manday | 30 | ||
| Unskilled labour charges | Manday | 180 | ||
| Sub-total cost | ||||
| 6.0 | Transportation cost of staff and material shifting within sites | Transport cost for supervision and monitoring | Km | 2200 |
| Sub-total cost | ||||
| 7.0 | Testing of materials | Concrete cubes and concrete blocks | L/S | 1 |
| Pipes test | L/S | 1 | ||
| Soil geotechnical test for tank sites | L/S | 1 | ||
| Sub-total cost | ||||
| 8.0 | Provide and Install Signboard | Sign board | L/S | 1 |
| Sub-total cost | ||||
| 9.0 | Health and Safety tools | Health and Safety tools for workers and visitors | L/S | 1 |
| Sub-total cost | ||||
| 10.0 | Allow costs for preparing As-built drawings for the project; and TARURA/TANROAD road crossing | Prepare As-built drawings for the entire project | L/S | 1 |
| TARURA/TANROAD road crossing | L/S | 1 | ||
| Sub-total cost | ||||
| TOTAL BILL 11: CARRIED TO SUMMARY | ||||
| GRAND TOTAL COST | ||||
| Add VAT 18% | ||||
| TOTAL COST WITH VAT |
Kalole Group Budget
| KALOLE GROUP PUMPING AND GRAVITY WATER SUPPLY SCHEME | ||||||
| S/N | Main Activity | Activity Breakdowns | Unit | Qty | Rate ($) | Amount($) |
| 1.0 | Construction of Sikaungu intake strucutre as per drawing provided | Construction of Intake | ||||
| Site clearance | m2 | 100.00 | ||||
| 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 | 1277 | ||||
| Iron bar 16mm | Kg | 1132 | ||||
| Assorted 8mm Stirrup 200mm c/c | kg | 151 | ||||
| Binding wires | Kg | 20 | ||||
| Marine board for form work | 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 | 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 | No | 4 | ||||
| Supply all materials and construct fence with the size of 15m x 15m around the intake complete with gate | ||||||
| Barbed wire | Roller | 2.00 | ||||
| Fence string | Roller | 2.00 | ||||
| Chain wire 2mm/fence wire | Roller | 4.00 | ||||
| Concrete/ Fence post (2100 x 100 x 100) mm | No | 60.00 | ||||
| Gate column/post (2100 x 300 x300)mm | No | 2.00 | ||||
| Gate Hinge | No | 6.00 | ||||
| Heap for padlock | No | 1.00 | ||||
| Square pipe for gate | m | 36.00 | ||||
| Portland cement (50kg)-42.5 | Bags | 15.00 | ||||
| Aggregates | m3 | 1.00 | ||||
| Sand | m3 | 1.00 | ||||
| Supply water for construction and curing | LS | 1.00 | ||||
| TOTAL BILL No.1 CARRIED TO SUMMARY | ||||||
| 2.0 | PUMPING SYSTEM, POWER SUPPLY, POWER HOUSE AND SUMP WELL FOR SIKAUNGU | Supply, Install and test the submersible pump, Motor and Control pannel including electrical installations capable to run the pump | ||||
| Supply, Install and Set to work horizontal submersible pumps complete with motor, control panel, soft starter and surge vessel with the following specifications: Pumping head =150m Q max. 15 m3/hr , Pumping line length - 1.514km, diameter - 75mm. For more pump spificcations refer details below | No. | 1.00 | ||||
| Allow sum for TANNESCO High Tension power line about 1.2km, transformer (50kVA), complete with Tanesco meter connection and testing to normal operations | Ls | 1.00 | ||||
| SUB TOTAL 1 | ||||||
| Power & Pump Control Panel and Supervisor Room & Fence | ||||||
| A. SUBSTRUCTURE-POWER HOUSE | ||||||
| Earth Work | ||||||
| Site clearance | m2 | 40.00 | ||||
| Excavation for foundation footing | m3 | 25.00 | ||||
| Hardcore laying 200mm thick | m3 | 7.60 | ||||
| Portland cement (50kg)-42.5 | bags | 34.00 | ||||
| Sand | m3 | 5.00 | ||||
| Aggregates | m3 | 9.00 | ||||
| Cement blockwork for walls (460mmx230mmx150mm) blocks mix 1:3:6 | nos | 300.00 | ||||
| Marine board (1.2m x 2.4m) | pcs | 5.00 | ||||
| Iron bar 10mm | Kg | 90.00 | ||||
| Iron bar 12mm | Kg | 96.00 | ||||
| Assorted 8mm Stirrup 200mm c/c | Kg | 151 | ||||
| B - SUPER STRUCTURE | ||||||
| Concrete Work IN CONCRETE C-25 | ||||||
| Portland cement (50kg)-42.5 | bags | 75.00 | ||||
| Sand | m3 | 4.00 | ||||
| Aggregates | m3 | 8.00 | ||||
| Marine board (1.2m x 2.4m) | m2 | 3.00 | ||||
| Steel scaffolds | ls | 1 | ||||
| Iron bar 10mm | Kg | 141.00 | ||||
| Iron bar 12mm | Kg | 96.00 | ||||
| Cement blockwork for fair finish to sides of grade beams (460mmx230mmx150mm) blocks mix 1:3:6 | nos. | 700.00 | ||||
| Portland cement (50kg)-42.5 | bags | 120.00 | ||||
| Sands | m3 | 10.00 | ||||
| Supply all materials for sckimming and 2 coats emulsion painting as per Engineers instructions | LS | 1.00 | ||||
| Supply all timbers for formworks, nails and fix as per Engineer instructions | LS | 1.00 | ||||
| Roof works | ||||||
| Fabrication & Installation of treated soft wood timber truss as shown in the drawing | No | 10.00 | ||||
| 5x5 cm treated soft wood purlin at 90cm spacing | m | 63.50 | ||||
| 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 | 45.50 | ||||
| Sofit nailed to support 8 mm chip wood ceiling | m2 | 38.50 | ||||
| 5x5 cm wood purlin at 40cm spacing for ceiling. | m | 63.50 | ||||
| 20cm wide fascia board including painting | m | 23.70 | ||||
| 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 | 2.00 | ||||
| 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 | 2.00 | ||||
| Supply electrical materials and install electricity to the pump house | LS | 1.00 | ||||
| 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 | 1.00 | ||||
| Supply all materials and construct fence with the size of 20m x 20m around the storage tank complete with gate | ||||||
| Barbed wire | Roller | 3.00 | ||||
| Fence string | Roller | 3.00 | ||||
| Chain wire 2mm/fence wire | Roller | 6.00 |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .