TITLE: SLAUGHTER HOUSE SEPTIC TANK. ITEM No. D E S C R I P T I O N UNIT QTY

Transcription

1 D DEMOLITION & SITE CLEARANCE D1 GENERAL CLEARANCE 6-D152 Open bush and thicket in and around ha 0.02 the ponds. Locally disposed. D2 REMOVAL OF TREES AND STUMPS 6-D212 Trees of girth: 150 mm mm nr 2.00 locally disposed. (Provisional) 6-D262 Stumps of diameter: 500 mm - 1 m nr 2.00 locally disposed. (Provisional) D4 DEMOLITION OF OTHER STRUCTURES, DISPOSAL, LOCAL 6-D464 No predominant material sum 1.00 volume: m 3. (Provisional) D5 CLEARANCE OF PIPELINE WAYLEAVES, DISPOSAL LOCAL 6-D521 Nominal bore: mm., m Pipeline only (Provisional) D6 REMOVAL OF ANT AND TERMITE HILLS AND NESTS 6-D622 Along pipeline routes, excess m material - locally disposed. (Provisional) E EARTHWORKS E4 GENERAL EXCAVATIONS Septic tank construction 6-E425.2 In class I material max. depth m m. 6-E435.2 In class II material max. depth m m. 6-E445.2 In class III material max. depth m m. D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ - Rev B.xlsxST Page 1 of 7

2 E6 FILLING AND COMPACTION In free draining material 6-E611.4 To structures using selected m excavated class III material. 6-E612.2 To structures using imported m class I material. F IN-SITU CONCRETE F1 PROVIDE CEMENT FOR CONCRETE 6-F111.1 Ordinary Portland cement to ton 7.30 SSRN 103. In 50 Kg bags. F3 DESIGNED MIX FOR ORDINARY STRUCTURAL CONCRETE FOR CLASS B EXPOSURE USING ORDINARY PORTLAND CEMENT 6-F326 Provide concrete grade 15. m All in aggregate 40 mm max. in blinding and as mass concrete. 6-F346 Provide concrete grade 25. m All in aggregate size range 40 mm max. for slabs and suspended beams. F7 PLACE MASS CONCRETE 6-F712 As blinding m thickness: mm. 6-F722 In bases footings and ground m slabs thickness: mm. F8 PLACE REINFORCED CONCRETE 6-F823 In bases, footings and ground slabs m thickness mm. 6-F823 In suspended slabs m thickness mm. 6-F862 In beams cross-sectional area m 2. m D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ - Rev B.xlsxST Page 2 of 7

3 G CONCRETE ANCILLARIES G1 FORMWORK : ROUGH FINISH 6-G143 Plane vertical, Width m m G2 FORMWORK : FAIR FINISH 6-G2143 Plane horizontal: width exc m. m G5 REINFORCEMENT 6-G523 High yield steel bars to SSRN 127, diameter 10 mm t 0.50 G8 CONCRETE ACCESSORIES 6-G811 Finishing of top surfaces using wood float. m G812 Finishing of top surfaces using steel trowel. m (Apply a uniform cement mortar screed to all internal walls) I PIPEWORK - PIPES, SEWERS & FITTINGS SUPPLY I1 PIPES AND SEWERS upvc to SSRN I162.4i S&S standard joints with rubber m o - ring seal PN 9/10, dia. 110 mm. (Provisional) I5 FITTINGS IN u PVC TO u PVC PIPES Bends Double socketed 6-I523.4i 110 mm dia. NP 9/10 (Provisional) nr 10 Junctions and branches Plain Tee Socketed Branch 6-I544.4i 110/110 mm dia. NP 9/10 nr 2.00 Wye Socketed Branch 6-I549.4i 110/110 mm dia NP9/10 (provisional) nr 1.25 End Caps 6-I mm dia. Inspection cap nr 2.00 on top end of Tee on inlet/outlet Ref Drg YEI-SAN-ST-1.0 D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ - Rev B.xlsxST Page 3 of 7

4 J PIPEWORK PIPES & FITTINGS - INSTALL J1 METHOD OF MEASUREMENT TYPE A IN METRES u PVC pipes and fittings 6-J162.3 N.b mm., in m trenches, depth: m. J2 TESTING 6-J222 Test pressure not exc. 6 bar m J4 METHOD OF MEASUREMENT TYPE B BY NUMBER: 6-J Plain ended tee N.b mm nr 2.00 Not in trenches. (incl.end cap) K PIPEWORK MANHOLE & PIPEWORK ANCILLARIES K1 MANHOLES AND OTHER CHAMBERS IN ACCORDANCE WITH STANDARD DRAWINGS Masonry or blockwork 6-K Sewer manhole, pipe nom. bore exc. 100 but nr 2.00 not exc. 200 mm., depth m. (Provisional) 6-K Sewer manhole with back drop, pipe nom. bore nr 2.00 exc. 100 but not exc.200 mm.depth m. (Provisional) K2 CONCRETE MANHOLE COVERS & SURROUNDS 6-K252 Precast concrete, area m 2. (Provisional) nr 4.00 K4 FRENCH DRAINS, RUBBLE DRAINS & DITCHES Septic Tank Percolation trench 6-K41 Filling of trench and rubble m drains with graded material. K7 REINSTATEMENT 6-K742 Breaking up, temporary and permanent reinstatement of m dirt roads as specified by engineer. Pipe. Nom. bore n.e. 250mm (Provisional) D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ - Rev B.xlsxST Page 4 of 7

5 K8 OTHER PIPEWORK ANCILLARIES Marker posts for 6-K826.2 Sewer pipelines nr 5.00 K9 METAL COVERS Cast iron Septic Tank covers 6-K923.3 With heavy duty cover & frame nr 4.00 Area: exc. 0.5 but not exc 1 m2. L PIPEWORK-SUPPORTS & PROTECTION ANCILLARIES TO LAYING & EXCAV. L1 EXTRAS TO EXCAVATION AND BACKFILLING 6-L111 In pipe trenches excavation m of rock class II material L5 SURROUNDS 6-L522 Selected excavated granular m material,pipe nom.bore mm. N MISCELLANEOUS METALWORK N1 MILD STEEL 6-N mm by 800mm coarses screens, 30-50mm dia. m N mm by 500mm fixed mild steel channel plate m 1.40 U BRICKWORK, BLOCKWORK AND MASONRY U1 COMMON BRICKWORK 6-U131 Composite construction Thickness mm m in vertical straight walls 6-U mm wide approved quality 3-ply bituminous felt damp m proof course under walls D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ - Rev B.xlsxST Page 5 of 7

6 PROVISIONAL ITEMS SLAUGHTER HOUSE SEWER 1 EARTHWORKS 1a GENERAL EXCAVATIONS a1 In class I material max. depth 2-5m m a2 In class II material max. depth 2-5m m a3 In class III material max. depth 2-5m m PIPEWORK-PIPES, SEWERS & FITTINGS ---SUPPLY 2 Upvc pipes a S & S standards joints PN3, dia. 160mm m PIPEWORK PIPES & FITTINGS ---INSTALL 3a METHOD OF MEASUREMENT TYPE A IN METERS 3a1 upvc pipes N.b mm in trenchs, depth: 2-3m m TESTING test pressure exc. 6 bar but not exc.12 bar, m PIPEWORK MANHOLE & PIPEWORK ANCILLARIES 5a MANHOLES AND OTHER CHAMBERS IN ACCORDING WITH STANDARD DRAWING 4a1 Masonry or blockwork Sewer manhole, pipe nom. Bore exc. 100 but not exc. 200m, depth 1.5-2m nr CONCRETE MANHOLE COVERS &SURROUDS 6a Precast concrete, area 0.5-1m2 nr 5.00 D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ - Rev B.xlsxST Page 6 of 7

7 COLLECTION SHEET PAGE NO TOTAL CARRIED TO GRAND SUMMARY D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ - Rev B.xlsxST Page 7 of 7

8 Detailed Design and Preparation of Tender Documents for Water and Sanitation Facilities, Yei Town - South Sudan SUMMARY YEI-GIZ Contract Description Bill Amount (Euro's) 6 Slaughter House Septic Tank BILL OF QUANTITIES SUB-TOTAL 10% for physical contingencies BILL OF QUANTITIES TOTAL (excl. TAXES and DUTIES) D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ - Rev B.xlsxSummary Page 1 of 1