J.1 Unpriced Bills of Quantities J.1.3 - 5 Wastewater Facilities.xlsx
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- Attached to
- WATER AND SANITATION INFRASTRUCTURE SUPPORT ACTIVITY (WISA) Federal contract opportunity
- Solicitation number
- 72062124R00003
About this file
This document contains an unpriced bill of quantities for five wastewater facilities projects in Tanzania. The projects include site clearance, earthworks, civil works like concrete structures and blockwork, piping, media installation, fencing, electrical works, and attendant buildings. Quantities and unit rates are provided for each work item under the facilities in Ifakara, Mafinga, Makete, Ludewa, and Namanyere. The total estimated costs are not included. Reinforced concrete, blockwork, plumbing, roofing, doors and windows, electrical installation, and finishes are specified for incinerators, ash pits, waste storage rooms, and attendant offices at each site. Fencing, irrigation systems, and landscaping are also outlined.
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SUMMARY
| PRELIMINARIES AND GENERAL REQUIREMENTS | CIVIL WORKS | INCINERATOR, ASHPIT & WASTE STORAGE ROOM | ATTENDANT'S BUILDING | TOTAL | ||
| 1 | IFAKARA | - 0 | - 0 | - 0 | ||
| 2 | MAFINGA | - 0 | - 0 | - 0 | - 0 | |
| 3 | MAKETE | - 0 | - 0 | - 0 | - 0 | |
| 4 | LUDEWA | - 0 | - 0 | - 0 | - 0 | - 0 |
| 5 | NAMANYERE | - 0 | - 0 | - 0 | - 0 | - 0 |
| TOTAL | - 0 | - 0 | - 0 | - 0 | - 0 |
Preliminaries
| BILL 1A: PRELIMINARIES AND GENERAL REQUIREMENTS | |||||||||||||
| Item No. | Item Description | Unit | Rate $ | IFAKARA | MAFINGA | MAKETE | LUDEWA | NAMANYERE | |||||
| QTY | AMOUNT | QTY | AMOUNT | QTY | AMOUNT | QTY | AMOUNT | QTY | AMOUNT |
| 1.1 | CONTRACTUAL REQUIREMENTS | ||||||||||||
| 1.1.1 | Performance Bond | Sum | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| 1.1.2 | Contractors All Risks (CAR) | Sum | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| - 0 | - 0 | - 0 | - 0 | - 0 | |||||||||
| 1.2 | GENERAL REQUIREMENTS | - 0 | - 0 | - 0 | - 0 | - 0 | |||||||
| - 0 | - 0 | - 0 | - 0 | - 0 | |||||||||
| 1.2.1 | Facilities and Items for the Contractor | - 0 | - 0 | - 0 | - 0 | - 0 | |||||||
| 1.2.1.1 | Establish the Contractor's camp and plant and offices, including mobilisation and demobilisation of all required plants, site, infrastructure, equipment, tools, machinery and personnel and their accommodation | Sum | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | |
| 1.2.1.2 | Operate and maintain the Contractor's camp(s) | Month | 10.00 | - 0 | 10.00 | - 0 | 10.00 | - 0 | 10.00 | - 0 | 8.00 | - 0 | |
| 1.2.1.3 | Provide sign boards for each of the construction sites, as per description in the Particular Specifications | Sum | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | |
| - 0 | - 0 | - 0 | - 0 | - 0 | |||||||||
| 1.2.2 | Testing of Works | - 0 | - 0 | - 0 | - 0 | - 0 | |||||||
| 1.2.3.1 | Testing of materials; concrete test cubes;pipes;sand;agregate;reinfocement bars; samples and methods of testing as per Specifications and guidelines | Sum | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | |
| - 0 | - 0 | - 0 | - 0 | - 0 | |||||||||
| 1.2.3 | Records and Documents | - 0 | - 0 | - 0 | - 0 | - 0 | |||||||
| 1.2.3.1 | Photographical records of the site prior, during and after completion of works. Documentation is to be prepared as per Specifications | Month | 8.00 | - 0 | 8.00 | - 0 | 8.00 | - 0 | 8.00 | - 0 | 6.00 | - 0 | |
| 1.2.3.2 | "As-built" drawings as specified in the Specifications | Sum | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | |
| - 0 | - 0 | - 0 | - 0 | - 0 | |||||||||
| 1.2.4 | Road work | - 0 | - 0 | - 0 | - 0 | - 0 | |||||||
| 1.2.4.1 | Construction of gravel access road aproach road towards the fstp site including subgrade, subbase, base and all neccesaary roads and drainage works | sum | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
SUB TOTAL - 0 - 0 - 0 - 0 - 0
- 0
Civil Work
| IFAKARA | MAFINGA | MAKETE | LUDEWA | NAMANYERE | |||||
| Item | Description | Unit | Qty | Qty | Qty | Qty | Amount | Qty | Amount |
| IFAKARA |
| 1.0 | Site Clearance | ||||||||
| 1.1 | General clearance | m2 | 73,071 | 56,084 | 66,369 | 66,369 | - 0 | 56,083.50 | - 0 |
| - 0 | - 0 | ||||||||
| 2.0 | Earthwork & Geotechnical Survey | - 0 | - 0 | ||||||
| 2.1 | Geotechnical Survey and Topographical survey | - 0 | - 0 | ||||||
| 2.1.1 | Provisional Sum for Geotechnical Study and Topographical survey | PS | 1 | 1 | 1 | 1.00 | - 0 | 1.00 | - 0 |
| 2.2 | Excavation | - 0 | - 0 | ||||||
| 2.2.1 | Excavation depth from 0.3-1m (rate to include maintaining the required levels and slopes as per drawings and specifications) | m3 | 428.4 | 404.625 | 206.5721 | 206.57 | - 0 | 187.87 | - 0 |
| - 0 | - 0 | ||||||||
| 2.2.2 | Excavation depth from 1-2m (rate to include maintaining the required levels and slopes as per drawings and specifications) | m3 | 4,134.75 | 4,315.39 | 2,847.15 | 2,847.15 | - 0 | 2,444.63 | - 0 |
| - 0 | - 0 | ||||||||
| 2.2.3 | Excavation depth above 2m (rate to include maintaining the required levels and slopes as per drawings and specifications) | m3 | 30 | 30 | 30 | 30.00 | - 0 | 30.00 | - 0 |
| - 0 | - 0 | ||||||||
| 2.3 | Fill | - 0 | - 0 | ||||||
| 2.3.1 | Foundation | - 0 | - 0 | ||||||
| 2.3.1.1 | Selected fill materials well ramed and consolidated (rate to include hauling and compaction) | m3 | 565.11 | 960.54 | 565.11 | 565.11 | - 0 | 550.15 | - 0 |
| 2.3.1.2 | Selected crushed stones of size 300mm and above for hardcore for foundation according to drawing and specification | m3 | 403.65 | 392.97 | 106.80 | 106.80 | - 0 | 392.97 | - 0 |
| - 0 | - 0 | ||||||||
| 2.3.2 | Embankment, Parking, access road and Truck Turning | - 0 | - 0 | ||||||
| - 0 | - 0 | ||||||||
| 2.3.2.1 | Selected fill materials well ramed and consolidated to form Embankment. Top 200mm finish to be gravel material of G40 (rate to include hauling and compaction) | m3 | 2,915.67 | 3,789.80 | 5,115.90 | 3,536.82 | - 0 | 4,272.42 | - 0 |
| - 0 | - 0 | ||||||||
| 2.4 | Disposal of excavated material | - 0 | - 0 | ||||||
| - 0 | - 0 | ||||||||
| 2.4.1 | Topsoil | m3 | 1377.945 | 1425.00375 | 925.11609 | 925.12 | - 0 | 798.75 | - 0 |
| - 0 | - 0 | ||||||||
| 2.4.2 | Excavated unsuitable rock | m3 | 1377.945 | 1425.00375 | 925.11609 | 925.12 | - 0 | 798.75 | - 0 |
| - 0 | - 0 | ||||||||
| 3 | PIPE WORKS, FITTINGS AND VALVES | - 0 | - 0 | ||||||
| 3.1 | Supply and Install slotted uPVC Pipe class C DN 160mm | m | 301 | 315 | 141 | 141.00 | - 0 | 200.00 | - 0 |
| - 0 | - 0 | ||||||||
| 3.2 | Supply and Install uPVC Pipe class C DN160mm | m | 696 | 750 | 420 | 427.00 | - 0 | 470.00 | - 0 |
| - 0 | - 0 | ||||||||
| 3.3 | Supply and Install uPVC Pipe class C 160mm complete for vent (2.5 m long) | Nr | 56 | 53 | 27 | 27.00 | - 0 | 30.00 | - 0 |
| 3.4 | Supply and Install Control Valve DN 60 | Nr | 1 | 1 | 1 | 1.00 | - 0 | 1.00 | - 0 |
| - 0 | - 0 | ||||||||
| 3.5 | Supply and Install control valve DN 160 | Nr | 30 | 30 | 21 | 21.00 | - 0 | 30.00 | - 0 |
| - 0 | - 0 | ||||||||
| 3.9 | Supply and Install 2.5m long flexible valve for effluent level control complete with attachment galvanised chain and hook acoording to the drawing | Nr | 2 | 2 | 2 | 2.00 | - 0 | 2.00 | - 0 |
| - 0 | - 0 | ||||||||
| 4.0 | Insitu Plain Concrete | - 0 | - 0 | ||||||
| - 0 | - 0 | ||||||||
| Provision of Concrete, designed mix for ordinary concrete, supply, mix, place, cure, complete (rate to include formworks) | - 0 | - 0 | |||||||
| 4.1 | Blinding 50mm thick- Grade 15 cement to BS 12, aggregate to BS 5328 | m3 | 28.222125 | 27.351 | 15.80775 | 15.72 | - 0 | 14.85 | - 0 |
| 4.2 | Slab Concrete - Grade 25 cement to B.S. 12 , aggregate to BS 5328 | m3 | 584.255056 | 610.096536 | 206.620512 | 206.62 | - 0 | 264.31 | - 0 |
| 4.3 | Foundation Footing- Grade 25 cement to B.S 12, aggregates to B.S 5328. | m3 | 158.0439 | 153.1656 | 88.5234 | 88.05 | - 0 | 87.59 | - 0 |
| 4.4 | Walk way platform - Grade 25 to BS 12, aggregates to BS 5328 | m3 | 17.5 | 14.7 | 8.4 | 8.40 | - 0 | 10.50 | - 0 |
| 4.5 | Columns 80 in Nos., 230 x 300 mm in size as per specifications and drawings - Grade 25 cement to B.S 12, aggregates to B.S 5328. | m3 | 23.57 | 20.19 | 16.77 | 16.77 | - 0 | 10.34 | - 0 |
| 4.6 | Tie Beams- Grade 25 cement to B.S 12, aggregates to B.S 5328. | m3 | 44.11 | 42.18 | 22.36 | 22.36 | - 0 | 19.32 | - 0 |
| 4.7 | Retaining wall for supporting decanting activities as per drawings - Grade 25 cement to B.S 12, aggregates to B.S 5328. | m3 | 5.28 | 5.28 | 5.28 | 5.28 | - 0 | 5.28 | - 0 |
| 4.8 | Concrete gutter for collecting sludge spills back to attenuation chamber | m3 | 0.90 | 0.90 | 0.90 | 0.90 | - 0 | 0.90 | - 0 |
| 4.9 | Foundation walling 230mm thick mortor to mixing ratio 1:3 | m2 | 616.491 | 589.5 | 312.462 | 312.46 | - 0 | 270.00 | - 0 |
| 4.10 | Walling 230mm thick mortor to mixing ratio 1:3 | m2 | 1434.9384 | 1369.8 | 717.5088 | 717.51 | - 0 | 668.16 | - 0 |
| 4.11 | Supply and instal RC concrete precast paving blocks (60X60cm) X2" for walk ways | m2 | 123.00 | 96.00 | 60.00 | 60.00 | - 0 | 42.60 | - 0 |
| 4.12 | Two coat wall internal plastering and flooring to mixing ratio 1:3 and additional single coat of corrosive resistance water proofing according to specifications | m2 | 3460.25 | 3400.03 | 1484.28 | 1,484.28 | - 0 | 662.40 | - 0 |
| 4.13 | Two coat external plastering to mixing ratio 1:3 according to specifications | m2 | 908.3 | 796.4 | 485.1 | 485.10 | - 0 | 453.40 | - 0 |
| 4.14 | Supply and place sloped stone pitching | m2 | 486.5 | 744.699 | 468.24 | 383.00 | - 0 | 417.00 | - 0 |
| - 0 | - 0 | ||||||||
| 5.0 | Supply and install steel reinforcement bars (Provisional) to BS 4449 | - 0 | - 0 | ||||||
| 5.1 | Bottom slab 200mm in thickness | - 0 | - 0 | ||||||
| - 0 | - 0 | ||||||||
| 5.1.1 | BRC (A142) for bottom slabs of the drying beds - 6 in Nos., attenuation and screen chambers | m2 | 2,023.50 | 2,061.53 | 649.68 | 793.91 | - 0 | 919.81 | - 0 |
| - 0 | - 0 | ||||||||
| 5.2 | Columns 80 in Nos and Tie Beams | - 0 | - 0 | ||||||
| 5.2.1 | 4ɸ12mm with 230 x 300 mm in size as per specifications and drawings | tonne | 1.00 | 0.87 | 0.21 | 0.21 | - 0 | 0.47 | - 0 |
| 5.2.2 | Tie beams for both drying beds, attenuation and screen chambers as per drawing | - 0 | - 0 | ||||||
| 4ɸ12mm doubly reinforced c/c | tonne | 5.00 | 4.66 | 2.50 | 2.50 | - 0 | 2.15 | - 0 | |
| - 0 | - 0 | ||||||||
| 5.3 | Foundation Footing | - 0 | - 0 | ||||||
| ɸ12mm as per specifications and drawings | tonne | 5.5 | 5.3 | 3 | 3.00 | - 0 | 5.27 | - 0 | |
| - 0 | - 0 | ||||||||
| 5.4 | Concrete Platform (Walk Way) | - 0 | - 0 | ||||||
| ɸ12mm | tonne | 1.25 | 1.336 | 1.00 | 1.00 | - 0 | 0.75 | - 0 | |
| 5.5 | Retaining wall for supporting decanting activities | - 0 | - 0 | ||||||
| Supply and install the reinforcement bars (T12 in size) as per drawing | tonne | 0.85 | 0.85 | 0.85 | 0.85 | - 0 | 0.85 | - 0 | |
| - 0 | - 0 | ||||||||
| 6.0 | Manholes | - 0 | - 0 | ||||||
| 6.1 | Supply materials and construct block work manhole manhole with depth not exceeding 1m including cover | no | 17 | 10 | 15 | 15.00 | - 0 | 10.00 | - 0 |
| 6.2 | Supply materials and construct block work Manhole with depth exceeding 1m | no | 33 | 20 | 18 | 15.00 | - 0 | 22.00 | - 0 |
| - 0 | - 0 | ||||||||
| 7.0 | Supply and fix Media | - 0 | - 0 | ||||||
| 7.1 | 5-10mm gravel, 5cm thick two intermediate layers for the constructed wetland and 10cm thick layers for drying beds according to drawing and specifications | m3 | 310.9275 | 295.3373007 | 145.1242 | 137.43 | - 0 | 201.60 | - 0 |
| 7.2 | (0.3-0.75)mm sand, 45cm thick for the constructed wetland and 25cm thick layers for drying beds according to drawing and specifications | m3 | 714.13875 | 845.4620532 | 299.9009 | 282.13 | - 0 | 371.80 | - 0 |
| 7.3 | Approved 20-40mm gravel, 15cm thick for both drying beds and constructed wetland according to thedrawing and specifications | m3 | 473.4275 | 468.5547426 | 209.4498 | 188.89 | - 0 | 235.03 | - 0 |
| 7.4 | HDPE Geomembrane for waterproofing, min thickness 1.0mm, puncture resistance 320 N and superior according to ASTM D 4833 | m2 | 429 | 1311.443644 | 1033.128 | 741.90 | - 0 | 882.00 | - 0 |
| 8.0 | Miscellaneous works – Power, Water Utility Service Connection, etc. | - 0 | - 0 | ||||||
| 8.1 | Provisional sum for extension of water utility service taping from distribution pipe HDPE DN63 approximately 0.4 km from the tapping point located within landfill vicinity (rate to include supply and installation of all necessary fiffings and valves) | m | 700 | 700 | 700 | 700.00 | - 0 | 700.00 | - 0 |
| 8.2 | Supply and fix sluice gate complete according to the drawings (galvanised plate) | no | 1 | 1 | 1 | 1.00 | - 0 | 1.00 | - 0 |
| - 0 | - 0 | ||||||||
| 8.3 | Provisional sum for the supply and installation of 4 solar power panel of 120 W each and 4 solar power batteries of 100Ah for electrification of the proposed FSTP site | no | 1 | 1 | 1 | 1.00 | - 0 | 1.00 | - 0 |
| 8.4 | Supply and Install Solar Powered Street Lights (60W Panel complete connected battery) erected on the casted concrete pad foundation (40x40, depth 1m), ɸ10mm at 200mm doubly reinforced c/c as per specifications and drawing | No. | 5.00 | 5.00 | 5.00 | 5.00 | - 0 | 5.00 | - 0 |
| 8.5 | Provisional sum for esatblishment of co-composting unit including:construction of Co-composting hut, solidwaste shredding machine, seiving machine, balancing scale, thermometer, moisture meter, logbook, pH meter, Wheel barrows, spades, waste pickers. | no | 1 | 1 | 1 | 1.00 | - 0 | 1 | - 0 |
| 8.6 | Supply and instal high tunnel greenhouse designed for drying purposes; Approximately (7 m x 12 m);Ridge height: Approximately (4 m);End wall height: Approximately 12 ft (3.7 m); Side wall height: Approximately 6 ft (1.8 m);UV-resistant, 6 mil (150 microns) polyethylene film; Foundation: Ground posts made of galvanized steel, embedded securely into the ground with Ventilation System: Roof and side wall roll-up mechanisms for passive ventilation. | no | 2 | 2 | 2 | 2.00 | - 0 | 2 | - 0 |
| 8.7 | Provision of Plants for drying bed | m2 | 4704 | 4704 | 4704 | 4,704.00 | - 0 | 4704 | - 0 |
| 8.8 | Provision of wetland plants | m2 | 4902 | 4902 | 4902 | 4,902.00 | - 0 | 4902 | - 0 |
| 8.9 | Supply and fix guard rails and steel steps (25mm, 460N/mm2 bars) according to the drawings (including coating and finishing) | LS | 1 | 1 | 1 | 1.00 | - 0 | 14 | - 0 |
| 8.10 | Provision of precasted RC concrete (400mmX400mmX50mm) for sludge falling platform ontop dryingbed sand media. | no | 14 | 14 | 1 | - 0 | - 0 | 1 | - 0 |
| 8.11 | Supply and fix (manual operated) course screen (galvanised ) bars framed to a screen chamber (spacing 5 - 10 mm, inclination angle 45 - 60 with its drying plaform galvanised plate (47"X25X6)-2.5mm thick as per drawing) | LS | 1 | 1 | 1 | 1.00 | - 0 | 1 | - 0 |
| 8.12 | Provission sum for site restoration, beautification including tree planting, grasses planting, levlling landscaping | LS | 1 | 1 | 1 | 1.00 | - 0 | 1 | - 0 |
| 9.0 | Chain Link fence and gates | - 0 | - 0 | ||||||
| 9.1 | Supply and install chainlink for fence (2.5mm gauge) | m | 1,110.00 | 948.45 | 1,008.75 | 1,090.00 | - 0 | 948.45 | - 0 |
| 9.2 | Supply and install barbeb wires (2.5mm gauge) | m | 4,440.00 | 3,793.80 | 4,035.00 | 4,360.00 | - 0 | 3,793.80 | - 0 |
| 9.3 | Supply and install chain link poles placed at the interval of 3.0 m each including supportive poles | pcs | 407.00 | 347.77 | 369.88 | 399.67 | - 0 | 347.77 | - 0 |
| 9.4 | Supply and Install the gate-6m wide (double leafs) at the entry point of the FSTP location as per drawing and specifications | Nos. | 1.00 | 1.00 | 1.00 | 1.00 | - 0 | 1.00 | - 0 |
| 9.5 | Provide mass concrete (C-15) for achoring the chain link wire at the bottom | m3 | 21.34 | 21.34 | 22.70 | 24.53 | - 0 | 21.34 | - 0 |
| 9.6 | Provide galvised straining wire to be fixed to the pre-drilled wires on the concrete poles | m | 3,330.00 | 2,845.35 | 3,026.25 | 3,270.00 | - 0 | 2,845.35 | - 0 |
| 10.0 | Supply of irrigation system for eefluent | - 0 | - 0 | ||||||
| 10.1 | Provisional sum for buried simtank (for storage of treated effluent) (10,000 Liters) | Ps | 1 | 1 | 1 | 1.00 | - 0 | 1.00 | - 0 |
| 10.2 | Provisional sum for installation of drip irrigation system for tree nursery | Ps | 1 | 1 | 1 | 1.00 | - 0 | 1.00 | - 0 |
| 10.3 | Provisional sum for installation of 5000 litres raised tank (with a 4 steel meters raiser sufficiently designed to support the wait) | Ps | 2 | 2 | 2 | 2.00 | - 0 | 2.00 | - 0 |
| 10.4 | Provissional sum for supply and installation of solar pump system complete with solar panel and control pannel for pumping water to the raised tank for drip irrigation; Pump head minimum 30 metres, and minimum power of 1.5 HP. | Ps | 1 | 1 | 1 | 1.00 | - 0 | 1.00 | - 0 |
| 11.0 | ROOFING | - 0 | - 0 | ||||||
| 11.1 | Supply and install transparent roof sheet(uv light resistant 1-2mm thickness) | M2 | 1394.16 | 462.5 | 462.50 | - 0 | - 0 | - 0 | |
| 11.2 | Supply and install circular hollow section black pipe for columns(100mm diameter,6mm thickness, 1.8m height), painted with red oxide and gross/acralic painting. | M | 72 | 40 | 40.00 | - 0 | - 0 | - 0 | |
| 11.3 | Supply and install circular hollow section black pipe for bottom chord(50mm diameter,5mm thickness), red oxide painted and painted with gross/acralic painting. | M | 666 | 205 | 205.00 | - 0 | - 0 | - 0 | |
| 11.4 | Supply and install circular hollow section black pipe for top chord(50mm diameter,5mm thickness), red oxide painted and painted with gross/acralic painting. | M | 670 | 215 | 215.00 | - 0 | - 0 | - 0 | |
| 11.5 | Supply and install circular hollow section black pipe for struts(50mm diameter,5mm thickness), red oxide painted and painted with gross/acralic painting. | M | 1026 | 360 | 360.00 | - 0 | - 0 | - 0 | |
| 11.6 | Supply and install treated timber 50mm X 50mm for purlins | M | 1657.92 | 490 | 490.00 | - 0 | - 0 | - 0 |
Total for Civil Works - 0 - 0
ATTENDANT BUILDING
| Construction of Plant Attendats Office Building | IFAKARA | MAFINGA | MAKETE | LUDEWA | NAMANYERE | ||||||||
| Item No. | Description | Unit | Unit Rate $ | QTY | Amount | QTY | Amount | QTY | RATE | QTY | RATE | QTY | RATE |
| EW | EARTH WORKS | |||||||||||
| EW 1 | Site Clearance | |||||||||||
| EW 1.1 | Setting Out | Sum | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| EW 2 | Excavation and Backfilling | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||
| Pit and inspection chamber | - 0 | - 0 | - 0 | - 0 | - 0 | |||||||
| EW 2.1 | Excavate in normal laterite soil not exceeding 1.0 m deep for foundation trenches, column base and set aside material for backfilling on-site or disposal. Include for compaction of subgrade to maximum density and dewatering during construction. | m³ | 13.65 | - 0 | 13.65 | - 0 | 13.65 | - 0 | 13.65 | - 0 | 13.65 | - 0 |
| EW 2.2 | Load stored, excavated material and dispose up to 1000 m maximum distance. | m³ | 13.65 | - 0 | 13.65 | - 0 | 13.65 | - 0 | 13.65 | - 0 | 13.65 | - 0 |
| EW 2.3 | Backfill around the foundation trench and pipe work as directed by the Engineer. All filling to be compacted in layers not exceeding 30 cm. | m³ | 9.20 | - 0 | 9.10 | - 0 | 9.10 | - 0 | 9.10 | - 0 | 9.10 | - 0 |
| CW | CIVIL WORKS | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||
| CW 1.1 | Reinforced in-situ concrete, Grade 25 (nominal mix 1:1.5:3; N/mm² at 28 days) | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||
| CW 1.3 | Reinforced concrete for foundation footings with 230mmx700mm in size | m³ | 3.15 | - 0 | 3.15 | - 0 | 3.15 | - 0 | 3.15 | - 0 | 3.15 | - 0 |
| CW 1.4 | Reinforced concrete slab, 100mm thick as specified | m³ | 1.41 | - 0 | 1.41 | - 0 | 1.41 | - 0 | 1.41 | - 0 | 1.41 | - 0 |
| CW 1.5 | Reinforced concrete for ring/tie beams with 150mmx250m in size (2 in Nos.) supported with sawn formwork to both vertical and horizontal surfaces | m³ | 0.74 | - 0 | 0.74 | - 0 | 0.74 | - 0 | 0.74 | - 0 | 0.74 | - 0 |
| CW 1.6 | Inspection chamber, depth 0.4m, internal dimension 600x600mm, completely finished with removable concrete cover | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| CW 1.4 | Gully trap (conrete 300x300mm) | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| CW 2 | BLOCK WORK | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||
| CW 2.1.1 | Foundation footing 230mm thick | m² | 20.00 | - 0 | 20.00 | - 0 | 20.00 | - 0 | 20.00 | - 0 | 20.00 | - 0 |
| Damp proof course | m | 19.40 | - 0 | 19.40 | - 0 | 19.40 | - 0 | 19.40 | - 0 | 19.40 | - 0 | |
| CW 2.1.7 | Selected crushed stones of size 150mm and above for foundation hardcore according to drawing and specification | m³ | 2.25 | - 0 | 2.25 | - 0 | 2.25 | - 0 | 2.25 | - 0 | 2.25 | - 0 |
| CW 2.1.3 | External Superstructure walls, 150mm thick walls | m² | 60.00 | - 0 | 60.00 | - 0 | 60.00 | - 0 | 60.00 | - 0 | 60.00 | - 0 |
| CW 2.2 | Plaster inside and outside walls, not exceeding 20mm thick | m² | 140.00 | - 0 | 140.00 | - 0 | 140.00 | - 0 | 140.00 | - 0 | 140.00 | - 0 |
| CW 2.3 | Apply three coats of approved bituminous based protection paint to inside and outside walls | m² | 20.00 | - 0 | 20.00 | - 0 | 20.00 | - 0 | 20.00 | - 0 | 20.00 | - 0 |
| CW 2.4 | Supply and install steel reinforcement bars (Provisional) | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||
| CW 2.4.1 | 4T10mm bars fo the ring beam with 150mmx250mm in size | tonne | 0.20 | - 0 | 0.20 | - 0 | 0.20 | - 0 | 0.20 | - 0 | 0.20 | - 0 |
| CW 2.4.2 | BRC (A142) for floor slab | m² | 54.00 | - 0 | 54.00 | - 0 | 54.00 | - 0 | 54.00 | - 0 | 54.00 | - 0 |
| CW 2.4.3 | Y8mm drum rings spaced at 300mm interval | tonne | 0.08 | - 0 | 0.08 | - 0 | 0.08 | - 0 | 0.08 | - 0 | 0.08 | - 0 |
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 3 | DOORS, WINDOWS, ROOF AND FLOOR | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||
| CW 3.1 | Complete work wooden framed single door 900/2100mm in local materials; finished flush bothsides in local structural with hardwood ledges between and including all ironmongery, lockable from inside and outside, including padlock | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| CW 3.2 | Complete work wooden framed single door 750/2100mm in local materials; finished flush bothsides in local structural with hardwood ledges between, lockable from inside. | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| CW 3.3 | Casement window(top hung) with mosquito mesh and frame (1000x750mm) | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| CW 3.4 | Window complete with anti burgular grill,mosquito mesh and frame (1800x1200mm) | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| CW 3.5 | Window complete with anti burgular grill,mosquito mesh and frame (1500x1200mm) | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| CW 3.6 | Provide, place and fix corrugated iron sheets on 50x150mm treated timber including all fixing materials | m² | 35.00 | - 0 | 35.00 | - 0 | 35.00 | - 0 | 35.00 | - 0 | 35.00 | - 0 |
| CW 3.7 | Ridge cap | m | 6.20 | - 0 | 6.20 | - 0 | 6.20 | - 0 | 6.20 | - 0 | 6.20 | - 0 |
| CW 3.8 | Internal Floor Finishings, cement and sand screed (1:4) paving in one coat (40 mm to floor) | m² | 35.79 | - 0 | 35.79 | - 0 | 35.79 | - 0 | 35.79 | - 0 | 35.79 | - 0 |
| CW 3.9 | Ceramic wall tiles,6mm thick bedding and jointing with cement and sand (1:4) mortar | m² | 8.70 | - 0 | 8.70 | - 0 | 8.70 | - 0 | 8.70 | - 0 | 8.70 | - 0 |
| CW 3.10 | Ceramic tiles, non slippery,6mm thick bedding and jointing with cement and sand (1:4) mortar | m² | 13.00 | - 0 | 13.00 | - 0 | 13.00 | - 0 | 13.00 | - 0 | 13.00 | - 0 |
| CW 3.11 | 50mm x 50mm Treated softwood brandering | m | 66.15 | - 0 | 66.15 | - 0 | 66.15 | - 0 | 66.15 | - 0 | 66.15 | - 0 |
| CW 3.12 | 12mm Gypsum board ceiling fixed to softwood | m² | 14.14 | - 0 | 14.14 | - 0 | 14.14 | - 0 | 14.14 | - 0 | 14.14 | - 0 |
| CW 3.13 | Gypsum Cornice | m | 22.50 | - 0 | 22.50 | - 0 | 22.50 | - 0 | 22.50 | - 0 | 22.50 | - 0 |
| CW 3.14 | 250x25mm Fascia board | m | 18.00 | - 0 | 18.00 | - 0 | 18.00 | - 0 | 18.00 | - 0 | 18.00 | - 0 |
| CW 3.15 | Prepare and apply one thinned coat and two full coats of wash n ware silky (Internal) | m² | 65.00 | - 0 | 65.00 | - 0 | 65.00 | - 0 | 65.00 | - 0 | 65.00 | - 0 |
| CW 3.16 | Prepare and apply Three coats of weather guard paint as per RUWASA/WSSA corporate theme colors (Externally) | m² | 70.00 | - 0 | 70.00 | - 0 | 70.00 | - 0 | - 0 | - 0 | 70.00 | - 0 |
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 4 | PLUMBING INSTALLATION | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||
| CW 4.1 | Supply and fix the following sanitary appliances | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||
| CW 4.2 | WC, asian type complete with 6ltr cistern | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| CW 4.3 | Supply and laying of sewage PVC pipes Ø100 mm,push in socket / spigot incl. rubber gaskets, to connect soakpit, septic tank and the building. | m | 12.00 | - 0 | 12.00 | - 0 | 12.00 | - 0 | 12.00 | - 0 | 12.00 | - 0 |
| CW 4.4 | Hand wash basin (Complete with bottle trap and faucets) | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| CW 4.5 | Soap Dish | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| CW 4.6 | Allow for pipes and fittings (Including water tap 12mm in toilet) | Lumpsum | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| CW5 | SEPTIC TANK AND SOAKAWAY PIT | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||
| CW5.1 | Construction of Septic Tank and Soakaway Pit as per attached drawings(activities including Excavate, blockworks & Reinfoced concrete works) to accommodate the maximum of 15 persons | Lumpsum | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| E 1.0 | SOLAR POWERED ELECTRICAL INSTALLATION | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||
| Supply, installation and commisioning of | - 0 | - 0 | - 0 | - 0 | - 0 | |||||||
| E 1.1 | Twin lighting switch | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| E 1.2 | Lighting switch | No. | 2.00 | - 0 | 2.00 | - 0 | 2.00 | - 0 | 2.00 | - 0 | 2.00 | - 0 |
| E 1.3 | Lighting points | No. | 6.00 | - 0 | 6.00 | - 0 | 6.00 | - 0 | 6.00 | - 0 | 6.00 | - 0 |
| E 1.4 | Conduit laying | m | 20.00 | - 0 | 20.00 | - 0 | 20.00 | - 0 | 20.00 | - 0 | 20.00 | - 0 |
| E 1.5 | Earthing | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| Supply and installation of electrical distribution board and wiring to connect solar system | - 0 | - 0 | - 0 | - 0 | - 0 | |||||||
| E 1.6 | Supply and Installation of distribution board (minimum 3 ways), Inverter 1KVA, electrical wiring to connect Solar System | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 |
| Total for Attendant Office Building | - 0 | - 0 | - 0 | - 0 | - 0 |
INCINERATOR,ASHPIT & WASTE ROOM
| IFAKARA | MAFINGA | MAKETE | LUDEWA | NAMANYERE | ||||||||
| Item No. | Description | Unit | Unit Rate $ | QTY | Amount | QTY | Amount | QTY | Amount | QTY | Amount | QTY |
| Construction of Incinerator/Ash pit & Waste storage room in Ifakara. | ||||||||||||||
| 1.0 | INCINERATOR | |||||||||||||
| EW | EARTH WORKS | |||||||||||||
| EW 1 | Site Clearance | |||||||||||||
| EW 1.1 | Setting Out | Sum | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | ||
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||||
| EW 2 | Excavation and Backfilling | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| Pit and inspection chamber | - 0 | - 0 | - 0 | - 0 | - 0 | |||||||||
| EW 2.1 | Excavate in normal laterite soil not exceeding 1.0 m deep for foundation trenches, column base and set aside material for backfilling on-site or disposal. Include for compaction of subgrade to maximum density and dewatering during construction. | m³ | 9.45 | - 0 | 9.45 | - 0 | 9.45 | - 0 | 9.45 | - 0 | 9.45 | - 0 | ||
| EW 2.2 | Load stored, excavated material and dispose up to 1000 m maximum distance. | m³ | 9.45 | - 0 | 9.45 | - 0 | 9.45 | - 0 | 9.45 | - 0 | 9.45 | - 0 | ||
| EW 2.3 | Backfill around the foundation trench and pipe work as directed by the Engineer. All filling to be compacted in layers not exceeding 30 cm. | m³ | 6.30 | - 0 | 6.30 | - 0 | 6.30 | - 0 | 6.30 | - 0 | 6.30 | - 0 | ||
| CW | CIVIL WORKS | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 1.1 | In-situ concrete, Grade 25 (nominal mix 1:1.5:3; N/mm² at 28 days) | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 1.2 | Mass concrete for for foundation footings with 230mmx700mm in size | m³ | 3.04 | - 0 | 3.04 | - 0 | 3.04 | - 0 | 3.04 | - 0 | 3.04 | - 0 | ||
| CW 1.3 | Reinforced concrete slab, 100mm thick as specified | m³ | 1.57 | - 0 | 1.57 | - 0 | 1.57 | - 0 | 1.57 | - 0 | 1.57 | - 0 | ||
| CW 2 | BLOCK WORK | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 2.1.1 | Foundation walling 230mm thick | m² | 13.50 | - 0 | 13.50 | - 0 | 13.50 | - 0 | 13.50 | - 0 | 13.50 | - 0 | ||
| CW 2.1.2 | Damp proof course | m | 11.22 | - 0 | 11.22 | - 0 | 11.22 | - 0 | 11.22 | - 0 | 11.22 | - 0 | ||
| CW 2.1.3 | Selected crushed stones of size 150mm and above for foundation hardcore according to drawing and specification | m³ | 1.68 | - 0 | 1.68 | - 0 | 1.68 | - 0 | 1.68 | - 0 | 1.68 | - 0 | ||
| CW 2.1.4 | Outer walling to mortor 1:3 of incinerator with common brick, 63.5mm thick walls | m² | 6.03 | - 0 | 6.03 | - 0 | 6.03 | - 0 | 6.03 | - 0 | 6.03 | - 0 | ||
| CW 2.1.5 | Inner walling to mortor 1:3 of incinerator with fire brick, 63.5mm thick walls | m² | 6.78 | - 0 | 6.78 | - 0 | 6.78 | - 0 | 6.78 | - 0 | 6.78 | - 0 | ||
| CW 2.1.6 | Base bottom walling to mortor 1:3 of incinerator with fire brick, 63.5mm thick walls | m² | 2.38 | - 0 | 2.38 | - 0 | 2.38 | - 0 | 2.38 | - 0 | 2.38 | - 0 | ||
| CW 2.2 | Supply and install steel reinforcement bars (Provisional) | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 2.2.1 | 12mm reinforcement plain steel bars and locknuts to be wielded to an angle line of | |||||||||||||
| 2” x 6mm (For holding the fire bricks in position) | tonne | 0.05 | - 0 | 0.05 | - 0 | 0.05 | - 0 | 0.05 | - 0 | 0.05 | - 0 | |||
| CW 2.2.2 | 16mm reinforcement bar with |
1.5m length locked by locknuts for holding
| Incinerator coverand storing waste during burning | tonne | 0.04 | - 0 | 0.04 | - 0 | 0.04 | - 0 | 0.04 | - 0 | 0.04 | - 0 | |||
| CW 2.2.3 | Supply and fix complete ash door, top retaining, loading door handle, fire grate and top plate according to drawing. | no | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | ||
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||||
| CW 3 | ROOFING | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 3.1 | Provide, place and fix corrugated iron sheets on 28G, 3mm with treated timber including all fixing materials | m² | 21.72 | - 0 | 21.72 | - 0 | 21.72 | - 0 | 21.72 | - 0 | 21.72 | - 0 | ||
| CW 3.2 | Supply and install circular hollow section black pipe for columns(150mm diameter,6mm thickness, painted with red oxide and gross/acralic painting. | m | 33.00 | - 0 | 33 | - 0 | 33.00 | - 0 | 33.00 | - 0 | 33.00 | - 0 | ||
| CW 3.3 | 250x25mm Fascia board | m | 19.00 | - 0 | 19.00 | - 0 | 19.00 | - 0 | 19.00 | - 0 | 19.00 | - 0 | ||
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||||
| CW4 | FINISHINGS | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 4.1 | Floor Finishings, cement and sand screed (1:4) paving in one coat (40 mm to floor) | m² | 11.22 | - 0 | 11.22 | - 0 | 11.22 | - 0 | 11.22 | - 0 | 11.22 | - 0 | ||
| CW 4.2 | Prepare and apply one thinned coat and two full coats of wash n ware silky (Internal) | m² | 65.00 | - 0 | 65.00 | - 0 | 65.00 | - 0 | 65.00 | - 0 | 65.00 | - 0 | ||
| CW 4.3 | Prepare and apply bituminuous paint, kerosine and other coating painting on the incinerator pipe. | m² | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | ||
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||||
| 2.0 | ASHPIT | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| EW | EARTH WORKS | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| EW 1 | Site Clearance | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| EW 1.1 | Setting Out | Sum | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | ||
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||||
| EW 2 | Excavation and Backfilling | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| Pit and inspection chamber | - 0 | - 0 | - 0 | - 0 | - 0 | |||||||||
| EW 2.1 | Excavate in normal laterite soil not exceeding 1.0 m deep for foundation trenches, column base and set aside material for backfilling on-site or disposal. Include for compaction of subgrade to maximum density and dewatering during construction. | m³ | 25.00 | - 0 | 25.00 | - 0 | 25.00 | - 0 | 25.00 | - 0 | 25.00 | - 0 | ||
| EW 2.2 | Load stored, excavated material and dispose up to 1000 m maximum distance. | m³ | 25.00 | - 0 | 25.00 | - 0 | 25.00 | - 0 | 25.00 | - 0 | 25.00 | - 0 | ||
| EW 2.3 | Backfill around the foundation trench and pipe work as directed by the Engineer. All filling to be compacted in layers not exceeding 30 cm. | m³ | 16.67 | - 0 | 16.67 | - 0 | 16.67 | - 0 | 16.67 | - 0 | 16.67 | - 0 | ||
| CW | CIVIL WORKS | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 1.1 | In-situ concrete, Grade 25 (nominal mix 1:1.5:3; N/mm² at 28 days) | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 1.2 | Mass concrete for for foundation footings with 230mmx700mm in size | m³ | 1.42 | - 0 | 1.42 | - 0 | 1.42 | - 0 | 1.42 | - 0 | 1.42 | - 0 | ||
| CW 1.3 | Reinforced concrete beam, 230mm thick as specified | m³ | 0.52 | - 0 | 0.52 | - 0 | 0.52 | - 0 | 0.52 | - 0 | 0.52 | - 0 | ||
| CW 1.4 | Reinforced concrete slab, 100mm thick as specified | m³ | 1.56 | - 0 | 1.56 | - 0 | 1.56 | - 0 | 1.56 | - 0 | 1.56 | - 0 | ||
| CW 2 | BLOCK WORK | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 2.1.1 | Foundation walling 230mm thick | m² | 3.87 | - 0 | 3.87 | - 0 | 3.87 | - 0 | 3.87 | - 0 | 3.87 | - 0 | ||
| CW 2.1.2 | Damp proof course | m | 11.22 | - 0 | 11.22 | - 0 | 11.22 | - 0 | 11.22 | - 0 | 11.22 | - 0 | ||
| CW 2.1.3 | Selected crushed stones of size 150mm and above for foundation hardcore according to drawing and specification | m³ | 0.71 | - 0 | 0.71 | - 0 | 0.71 | - 0 | 0.71 | - 0 | 0.71 | - 0 | ||
| CW 2.1.4 | Outer walling to mortor 1:3 of incinerator with common brick, 230mm thick walls | m² | 19.33 | - 0 | 19.33 | - 0 | 19.33 | - 0 | 19.33 | - 0 | 19.33 | - 0 | ||
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||||
| CW3 | ROOFING | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 3.1 | Provide, place and fix corrugated iron sheets on 28G, 3mm with treated timber including all fixing materials | m² | 35.10 | - 0 | 35.10 | - 0 | 35.10 | - 0 | 35.10 | - 0 | 35.10 | - 0 | ||
| CW 3.2 | Supply and install circular hollow section black pipe for columns(150mm diameter,6mm thickness, painted with red oxide and gross/acralic painting. | m | 10.00 | - 0 | 10.00 | - 0 | 10.00 | - 0 | 10.00 | - 0 | 10.00 | - 0 | ||
| CW 3.3 | Supply and fix metal swing door,frame , padlock and door hinge | no | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | ||
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||||
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||||
| 3.0 | WASTE STORAGE ROOM | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| EW | EARTH WORKS | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| EW 1 | Site Clearance | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| EW 1.1 | Setting Out | Sum | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | ||
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||||
| EW 2 | Excavation and Backfilling | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| Pit and inspection chamber | - 0 | - 0 | - 0 | - 0 | - 0 | |||||||||
| EW 2.1 | Excavate in normal laterite soil not exceeding 1.0 m deep for foundation trenches, column base and set aside material for backfilling on-site or disposal. Include for compaction of subgrade to maximum density and dewatering during construction. | m³ | 21.14 | - 0 | 21.14 | - 0 | 21.14 | - 0 | 21.14 | - 0 | 21.14 | - 0 | ||
| EW 2.2 | Load stored, excavated material and dispose up to 1000 m maximum distance. | m³ | 21.14 | - 0 | 21.14 | - 0 | 21.14 | - 0 | 21.14 | - 0 | 21.14 | - 0 | ||
| EW 2.3 | Backfill around the foundation trench and pipe work as directed by the Engineer. All filling to be compacted in layers not exceeding 30 cm. | m³ | 14.09 | - 0 | 14.09 | - 0 | 14.09 | - 0 | 14.09 | - 0 | 14.09 | - 0 | ||
| CW | CIVIL WORKS | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 1.1 | Reinforced in-situ concrete, Grade 25 (nominal mix 1:1.5:3; N/mm² at 28 days) | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 1.3 | Mass concrete for foundation footings with 230mmx700mm in size | m³ | 4.86 | - 0 | 4.86 | - 0 | 4.86 | - 0 | 4.86 | - 0 | 4.86 | - 0 | ||
| CW 1.4 | Reinforced concrete slab, 100mm thick as specified | m³ | 5.45 | - 0 | 5.45 | - 0 | 5.45 | - 0 | 5.45 | - 0 | 5.45 | - 0 | ||
| CW 1.5 | Reinforced concrete for ring/tie beams with 150mmx250m in size (2 in Nos.) supported with sawn formwork to both vertical and horizontal surfaces | m³ | 1.59 | - 0 | 1.59 | - 0 | 1.59 | - 0 | 1.59 | - 0 | 1.59 | - 0 | ||
| CW 2 | BLOCK WORK | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 2.1.1 | Foundation footing 230mm thick | m² | 42.28 | - 0 | 42.28 | - 0 | 42.28 | - 0 | 42.28 | - 0 | 42.28 | - 0 | ||
| Damp proof course | m | 30.20 | - 0 | 30.20 | - 0 | 30.20 | - 0 | 30.20 | - 0 | 30.20 | - 0 | |||
| CW 2.1.7 | Selected crushed stones of size 150mm and above for foundation hardcore according to drawing and specification | m³ | 38.90 | - 0 | 38.90 | - 0 | 38.90 | - 0 | 38.90 | - 0 | 38.90 | - 0 | ||
| CW 2.1.3 | External Superstructure walls, 150mm thick walls | m² | 51.50 | - 0 | 51.50 | - 0 | 51.50 | - 0 | 51.50 | - 0 | 51.50 | - 0 | ||
| CW 2.2 | Plaster inside and outside walls, not exceeding 20mm thick | m² | 55.50 | - 0 | 55.50 | - 0 | 55.50 | - 0 | 55.50 | - 0 | 55.50 | - 0 | ||
| CW 2.4 | Supply and install steel reinforcement bars (Provisional) | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 2.4.1 | 4T10mm bars fo the ring beam with 150mmx250mm in size | tonne | 0.20 | - 0 | 0.20 | - 0 | 0.20 | - 0 | 0.20 | - 0 | 0.20 | - 0 | ||
| CW 2.4.2 | BRC (A142) for floor slab | m² | 37.65 | - 0 | 37.65 | - 0 | 37.65 | - 0 | 37.65 | - 0 | 37.65 | - 0 | ||
| CW 2.4.3 | Y8mm drum rings spaced at 300mm interval | tonne | 0.05 | - 0 | 0.05 | - 0 | 0.05 | - 0 | 0.05 | - 0 | 0.05 | - 0 | ||
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||||
| CW 3 | DOORS, WINDOWS, ROOF AND FLOOR | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 3.1 | Complete work wooden framed single door 1500/2500mm in local materials; finished flush bothsides in local structural with hardwood ledges between and including all ironmongery, lockable from inside and outside, including padlock | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | ||
| CW 3.5 | Window complete with anti burgular grill,mosquito mesh and frame (3600x1500mm) | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | ||
| CW 3.6 | Provide, place and fix corrugated iron sheets on 50x150mm treated timber including all fixing materials | m² | 56.50 | - 0 | 56.50 | - 0 | 56.50 | - 0 | 56.50 | - 0 | 56.50 | - 0 | ||
| CW 3.7 | Ridge cap | m | 30.00 | - 0 | 30.00 | - 0 | 30.00 | - 0 | 30.00 | - 0 | 30.00 | - 0 | ||
| CW 3.8 | Internal Floor Finishings, cement and sand screed (1:4) paving in one coat (40 mm to floor) | m² | 37.65 | - 0 | 37.65 | - 0 | 37.65 | - 0 | 37.65 | - 0 | 37.65 | - 0 | ||
| CW 3.9 | Ceramic wall tiles,6mm thick bedding and jointing with cement and sand (1:4) mortar | m² | 50.00 | - 0 | 50.00 | - 0 | 50.00 | - 0 | 50.00 | - 0 | 50.00 | - 0 | ||
| CW 3.10 | Ceramic tiles, non slippery,6mm thick bedding and jointing with cement and sand (1:4) mortar | m² | 37.65 | - 0 | 37.65 | - 0 | 37.65 | - 0 | 37.65 | - 0 | 37.65 | - 0 | ||
| CW 3.11 | 50mm x 50mm Treated softwood brandering | m | 125.00 | - 0 | 125.00 | - 0 | 125.00 | - 0 | 125.00 | - 0 | 125.00 | - 0 | ||
| CW 3.12 | 12mm Gypsum board ceiling fixed to softwood | m² | 37.65 | - 0 | 37.65 | - 0 | 37.65 | - 0 | 37.65 | - 0 | 37.65 | - 0 | ||
| CW 3.13 | Gypsum Cornice | m | 25.00 | - 0 | 25.00 | - 0 | 25.00 | - 0 | 25.00 | - 0 | 25.00 | - 0 | ||
| CW 3.14 | 250x25mm Fascia board | m | 30.00 | - 0 | 30.00 | - 0 | 30.00 | - 0 | 30.00 | - 0 | 30.00 | - 0 | ||
| CW 3.15 | Prepare and apply one thinned coat and two full coats of wash n ware silky (Internal) | m² | 55.50 | - 0 | 55.50 | - 0 | 55.50 | - 0 | 55.50 | - 0 | 55.50 | - 0 | ||
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||||
| CW 4 | PLUMBING INSTALLATION | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 4.1 | Supply and fix the following sanitary appliances | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 4.3 | Supply and laying of sewage PVC pipes Ø100 mm,push in socket / spigot incl. rubber gaskets, to connect soakpit, septic tank and the building. | m | 12.00 | - 0 | 12.00 | - 0 | 12.00 | - 0 | 12.00 | - 0 | 12.00 | - 0 | ||
| CW 4.4 | Hand wash basin (Complete with bottle trap and faucets) | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | ||
| CW 4.5 | Soap Dish | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | ||
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||||
| CW5 | WIRE FENCE | - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||
| CW 5.1 | Supply and install wirer fence (2.5mm gauge), with its chainlink poles | no | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | ||
| - 0 | - 0 | - 0 | - 0 | - 0 | ||||||||||
| Supply and installation of electrical distribution board and wiring to connect solar system | - 0 | - 0 | - 0 | - 0 | - 0 | |||||||||
| E 1.6 | Supply and Installation of distribution board (minimum 3 ways), Inverter 1KVA, electrical wiring to connect Solar System | No. | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | 1.00 | - 0 | ||
| Total for Incinerator, ashpit & waste storage room | - 0 | - 0 | - 0 | - 0 |
File details come from the government source that posted it. Updated .