Periodic Maintenance Of Nore To Wazir Bowali Road Km. 0 / 0 To 37 / 00. ( Sh- Providing Annual Surfacing Including Surface Correction With Wbm Grading-3 , C / O Road Side Drain And Providing And Applying Road Marking Strips In Km 13 / 00 To 15 / 00
Tender Overview
Project Description
Periodic Maintenance Of Nore To Wazir Bowali Road Km. 0 / 0 To 37 / 00. ( Sh- Providing Annual Surfacing Including Surface Correction With Wbm Grading-3 , C / O Road Side Drain And Providing And Applying Road Marking Strips In Km 13 / 00 To 15 / 00 For The Periodic Maintenance Of Nore To Wazir Bowali Road Km. 0 / 0 To 37 / 00. ( Sh- Providing Annual Surfacing Including Surface Correction With Wbm Grading-3 , C / O Road Side Drain And Providing And Applying Road Marking Strips In Km 13 / 00 To 15 / 00 For The
BOQ
| Sl. No. | Item Description |
| 1 | Providing and laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 404, including carriage of materials, plants/equipments by all modes of transportation within all leads and lifts and as per directions of The Engineer – in – Charge complete. |
| 2 | Providing and applying primingcoat with bitumen emulsion(SS-1) using bitumen distributor at the rate of 1.05 kg. (One point zero five Kilogramme) per sqm. on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specifications of Ministry of rural Development 2004 clause of 503 including carriage of materials, plants/equipments by all modes of transportation within all leads and lifts and as per directions of The Engineer – in – Charge complete. |
| 3 | Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion pressure distributor@ 0.275 kg (Zero point two seven five Kilogramme) per square metreofthe prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specifications of clause 503including carriage of materials, plants/equipments by all modes of transportation within all leads and lifts and as per directions of The Engineer – in – Charge complete. |
| 4 | Providing and laying 30 mm (thirty milimetre) thick bitumenous concrete with 100-120 PH batch type hotmix plant producing and average output of 75 tonne (Seventy five tonne) usingcrushed aggregates of specified grading premixed with bituminous binder @ 5.5 (Five point five) percent or mix and filler, transorting the hot mix to work site lying with a hydro static paver finisher with sensor control to the required grade,level and alignment, rolling with smooth wheeled vibratory and tendom roller to achieve the desired compection as per MORTH specification No. 50 including carriage of materials, plants/equipments by all modes of transportation within all leads and lifts and as per directions of The Engineer – in – Charge complete. |
| 5 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specificationsincluding carriage of materials, plants/equipments by all modes of transportation within all leads and lifts and as per directions of The Engineer – in – Charge complete. |
| 6 | Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerialincluding carriage of materials, plants/equipments by all modes of transportation within all leads and lifts and as per directions of The Engineer – in – Charge complete. |
| 7 | Providing concrete for plain/reinforced concrete P.C.C grade M 10 nominal mix 1:3:6 (one cement:three snad: six graded stone aggregates twenty milimetre nominla size) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203including curing and carriage of materials, plants/equipments by all modes of transportation within all leads and lifts and as per directions of The Engineer – in – Charge complete. |
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