Constructions / Rehabilitations / Wash in Kingandu Rural Health Zone and Pay Kongila Rural Health Zone

DrcongoTenders notice for Constructions / Rehabilitations / Wash in Kingandu Rural Health Zone and Pay Kongila Rural Health Zone. The reference ID of the tender is 83349405 and it is closing on 12 Jun 2023.

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Tender Details

  • Country: DR Congo
  • Summary: Constructions / Rehabilitations / Wash in Kingandu Rural Health Zone and Pay Kongila Rural Health Zone
  • CDT Ref No: 83349405
  • Deadline: 12 Jun 2023
  • Competition: ICB
  • Financier: Other Funding Agencies
  • Purchaser Ownership: Public
  • Tender Value: Refer Document
  • Notice Type: Tender
  • Document Ref. No.: RDC.KKW.N.02.23
  • Purchaser's Detail :
  • Purchaser : CAHIER SPECIAL DE CHARGE COMPLET- CSCC
    Kinshasa
    Email :jules.diaka@memisa-rdc.org /jean_marie.ipay@memisa-rdc.org /virginia.napoli@memisa.be /vanaman.cheri

  • Description :
  • Tenders are invited for Constructions / Rehabilitations / Wash in Kingandu Rural Health Zone and Pay Kongila Rural Health Zone A. MATERNITY BUILDING 0 SITE INSTALLATION AND WORKS PREPARATORY 0.1 Site installation (work equipment + panel visibility in wood + engraving on the most visible facade) and folding Worksite ff 1 Site installation subtotal I PARAFOUILLE 1.1 Excavation (earthwork) h= 40cm m³ 1.33 1.2 Clean concrete (5cm) 250kg/m³ (Good soil) m³ 0.17 1.3 Masonry in solid block of cement of 15*20*40 m³ 1.33 Fill with compacted filler soil of 30cm m³ 4.44 Concrete B of sub-pavement m³ 0.56 1.6 Coating on masonry for para-excavation m² 12.5 Subtotal Foundation II ELEVATION 2.1 Demolition of existing walls and removal of debris m³ 5.9 2.2 Cement plaster on repaired walls m² 3.85 Subtotal Elevation III WOODEN CARPENTRY 3.1 Repair of existing doors (1.80x2.10m) Unit 9 3.2 Repair of existing doors (0.90x2.10m) Unit 8 3.3 Repair of existing windows (1.80x1.25m) Unit 20 3.4 Supply and Installation of the edge board 20cm wide lm 12 Carpentry subtotal Page 21 / 43 IV FLOOR AND WALL TILING 4.1 Supply and installation of tiles on the floor in the (Room Delivery and Operating Room m² 133.5 4.2 Supply and Installation Earthenware at a Height of 1.5m in the delivery room and operating block m² 353.04 Tiling Subtotal V PAINT 5.1 PF latex paint on interior, exterior and faux walls ceiling m² 737.4 5.2 Enamel paint on fascia boards, doors, windows and at 1.5m the height of the exterior walls of the building m² 204.3 Subtotal Painting VI PLUMBING 6.1 Supply and installation of sinks including accessories (bathroom operating room and delivery room) Unit 2 6.2 Supply and installation of 63cm diameter ground strainers y including accessories (delivery room and operating theatre) Unit 4 6.3 Manhole 50x50x60 Unit 2 6.4 Lost well 1.5m in diameter and 1.5m in height Uté 1 6.5 Gutter with fixing accessory ml 39 6.6 PVC Ø 110 rainwater downpipe to the cistern existing ml 12 Plumbing subtotal GRAND TOTAL OF THE REHABILITATION OF MATERNITY ESTIMATE FOR THE CONSTRUCTION OF A WASH PACKAGE AT HGR DE BONGA AND HGR PAY KONGILA Item Unit Qty P.U.$U SD P.T.$U SD 1.00 MOBILIZATION AND SETTING UP Installation and withdrawal from the site package 1.00 Subtotal 1 Page 22 / 43 WORK 1: CONSTRUCTION OF A SANITARY BLOCK (TWO CABINS FOR WC AND TWO CABINS FOR SHOWERS) 2 EARTHWORK 2.01 Excavation for foundation Construction of the Pit m3 30.00 2.02 Excavation for foundation under sidewalk (minimum depth of 30 cm, variable until good soil validated by the DPO) m3 0.66 2.03 Compacted earth embankment (yellow earth or laterite), under the basement concrete m3 4.90 Subtotal 2 3 FOUNDATION WORKS 3.01 Clean concrete dosed at 150 kg /m3 (thickness: 5cm) m3 0.25 3.02 Foundation masonry in solid blocks of 15 or in blocks hollow of 15 filled with concrete slurry. m3 4.13 3.03 Reinforced concrete shaft dosed at 350 Kg/m3 (dimensions: 20x30x250cm) (6Ø10; stirrup Ø6 e:20cm) m3 1.08 Interior wall plaster dosed at 300Kg/m³ smoothed in accordance to plans, m2 27.50 Painting of tar walls m2 27.50 3.04 Chaining and sill above solid block masonry in reinforced concrete dosed at 350 Kg/m3 (dimensions: 15x20) (6Ø10; stirrup Ø6 e:20cm) m3 2.05 Subtotal 3 4 MAJOR WORKS - MASONRY AND CONCRETE 4.01 Sub-paving slab in lightly reinforced concrete dosed at 350 kg /m3 (thickness: 10cm), smooth finish, m3 1.05 Removable reinforced concrete slab dosed at 350 Kg/m3 of size 40*50cm thickness 10cm U 2.00 4.02 Sub-pavement slab for showers and concrete sidewalks lightly reinforced, dosed at 350 kg /m3 (thickness 5cm), finish smoothed, m3 0.70 4.03 Masonry of cabins in hollow blocks of 15*20*40. m3 9.00 4.04 Reinforced concrete columns dosed at 350 kg/m3 (section: 15cmx20cm), (4Ø10; stirrup Ø6 e:20cm) m3 0.75 4.05 Lintel and upper chaining in reinforced concrete dosed at 350 kg /m3 (Dim: 15 x 20 cm), (4Ø10; stirrup Ø8 e:15cm) m3 1.38 Subtotal 4 5 WOOD FRAMEWORK & JOINERY 5.01 Supply and installation of wooden crossbowmen 5cmx15cm plank above Upper Chainage ml 25.00 5.02 Supply and installation of Chevron wooden purlins of 6cmx6cm ml 50.00 5.03 Supply and installation of fascia board ml 26.00 [Disclaimer: The above text is machine translated. For accurate information kindly refer the original document.]
  • Documents :
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