Tender For Repairing Of Link Road Dubai To Chakrout. (Premixing And Seal Coat Work By Hotmix Plant) - Earthwork in cutting or in embarkment in ordinary soil, excavationto be in theform ofregularpitsnot exceedingI/2 metre(20gin deptkand earthwork in embankmentto be in 20 cm (8) layers, including ramming & dressingthe surfaceto requiredlevelsand slopes and also including 1.5 metre (5ffs) liíts and 30m. (100) lead.The earthfrom cuttingto be used in making embankmentor to be depositedas directedby Engineer-in-charee. 2 WBM Grading - II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause 405 3 WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405 4 Providing and applying primer coat with emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. 5 Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.30 kg to 0.40 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 6 Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a Hotmix Plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. 7 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat By Hotmix Plant. 8 S/F of signboard as per direction of engineer in charge 9 S/L of NP3 Hume pipe including fixing of collar with 1:2 ccement motar as per MORD/MORTH specification.Dia 350mm Dia Pipe 10 (Item No. 01 To 09) The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 1st year maintenance cost @ 0.00% 11 (Item No. 01 To 09) The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 2nd year maintenance cost @ 0.75% 12 (Item No. 01 To 09) The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 3rd year maintenance cost @ 1.50% 13 (Item No. 01 To 09) The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 4th year maintenance cost @ 2.25% 14 (Item No. 01 To 09) The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 5th year maintenance cost @ 3.00% 15 Excavation in foundation in ordinary soil(Loam Clay or Sandincluding liftup to 1.50M and lead upto30 Meter)Watering and ramming of excavated earth in to the space between the building and the side of foundation trenches o in to the plainth and removal and disposal of surface earth as directed byE/I upto distance of 30 m from the foundation trenches (S.I.No.251) 16 Providing and laying Cement concrete 1:4:8 (1cement :4 Course sand :8 graded Brick Ballast 40mm nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.(S.I. No. 275) 17 Class-150 brick work in 1:3 (1 cement and 3 coarse sand) mortar in sub structure in one brick thick wallincluding supply of all materials, labour and T & P etc. required for proper completion of the work.(S.I. 307) 18 Providing and laying Cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded stone ballast 20 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.(279b) 19 12 mm thick plaster 1:3 cement and coarse sand mortar over brick work including supply of all material,labourT&P … etc. required for paper wall, outer wall, and parapet completion of work . (S.I. No. 583) 20 Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam clayor sand) including lift upto1.5 m. lead upto 50 m and dressing of side sand rammings of bottom and disposal of surplus exdavated earth as directed by the Engineer I/C with in a lead of 30 m. 21 Providing and laying Cement concrete 1:4:8 (1cement :4 Course sand :8 graded Brick Ballast 40mm nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.(S.I. No. 275) 22 Class-150 brick work in1:4 (1 cement and 4 coarse sand) mortarin foundationand plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.(S.I. 305b) 23 Providing and laying Cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded stone ballast 20 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.(279b) 24 WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405 25 Supply Of Rubber module reflective Zig Zag 80 mm Thick.Precist Compressed C.C. Inter Locking as lock compressive strngth shall not be less then 30MPA and wight not less then 5.50kg each block including of 50mm thich bedding sand joint filling with sand all material labour T&P etc.required for proper complation of the work over the prepared base concrete as directed by Engineering-in-charge . 26 (Interlocking Work Item No. 20 T0 25) The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 1st year maintenance cost @ 0.0% 27 (Interlocking Work Item No. 20 T0 25) The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 2nd year maintenance cost @ 0.25% 28 (Interlocking Work Item No. 20 T0 25) The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 3rd year maintenance cost @ 0.50% 29 (Interlocking Work Item No. 20 T0 25)The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 4th year maintenance cost @ 0.75% 30 (Interlocking Work Item No. 20 T0 25) The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 5th year maintenance cost @ 1.00%
