Tender For Restoration Of Rain Damages On Drang Basahi Road Km. 0/00 To 22/00. (Pdna -2023). (Sub Head:- Providing Laying Tack Coat, Bituminous Concrete 25Mm Thick In Km. 8/00 To 10/00 & Construction Of V-Shape Road Drain In Km. 8/00 To 10/00 At Vari
Tender Overview
Project Description
Tender for Restoration Of Rain Damages On Drang Basahi Road Km. 0/00 To 22/00. (Pdna -2023). (Sub Head:- Providing Laying Tack Coat, Bituminous Concrete 25Mm Thick In Km. 8/00 To 10/00 & Construction Of V-Shape Road Drain In Km. 8/00 To 10/00 At Various Rds.).
BOQ
| Sl. No. | Item Description |
| 1 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30kg/sqm (zero point two five to zero point three zero kilogramme per square metre) on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per technical specification clause 503 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge. |
| 2 | Providing, laying and rolling by mechanical means with bitumen (VG-10) @ 1.46 kg/sqm (at the rate of one point four six kilogram per square metre) of open graded premix carpet of 20mm (twenty millimetre) thickness composed of 13.2mm to 5.6mm (thirteen point two millimetre to five point six millimetre) aggregates either using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and rolling with a three wheel 80-100 kN (eighty-hundred kilo newton) static roller capacity, finished to requried level and grades to be followed by seal coat of Type-B as per Technical Sepcification Clause 506 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge. |
| 3 | Providing and laying seal coat Type-B by mechanical means sealing the voids in a bituminous surface laid to the sepcified levels, grade and crossfall using Bitumen (VG-10) @ 0.68kg/sqm. (as the rate of zero point six eight kilogram per square metre) as per Technical Specificaiton Clause 508 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge. |
| 4 | Construction of V-Shape Drain with cement concrete 1:3:6 (one cement: three sand : six graded stone aggregate 20mm (twenty millimeter) nominal size) with thickness of concrete as 10cm (ten centimeter) and size of drain 45X25cm (forty five into twenty five centimeter) and curing complete including cost of form work consisting as per standard drawing and HP.PWD. specification as per the direction of Engineer-In-Charge complete in all respect & including entire carriage of material with in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
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