Construction Of Link Road From Harijan Basti Bhawai To Sunderghat Km. 0 / 00 To 22 / 00 ( Sh P / L G- Ii , M / T And C / O Road Side Drain In Km. 0 / 00 To 1 / 00 And C / O Essential Parapets In Km. 0 / 00 To 1 / 00 ) . Under Scsp C / O Link Roa
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Project Description
Construction Of Link Road From Harijan Basti Bhawai To Sunderghat Km. 0 / 00 To 22 / 00 ( Sh P / L G- Ii , M / T And C / O Road Side Drain In Km. 0 / 00 To 1 / 00 And C / O Essential Parapets In Km. 0 / 00 To 1 / 00 ) . Under Scsp C / O Link Road From Harijan Basti Bhawai To Sunderghat Km. 0 / 00 To 22 / 00 ( Sh P / L G- Ii , M / T And C / O Road Side Drain In Km. 0 / 00 To 1 / 00 And C / O Essential Parapets In Km. 0 / 00 To 1 / 00 ) . Under Scsp
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation,trenches etc. in earth work in all heights and depths in all kinds of soil, including saturated soil comprising of pick work,jumper work and blasting work both in soft and hard rock with chiselling and wedging out of rock (whereblastingis prohibited) and their intermediate classification of soil including dewatering where ever required,setting out to required lines,levels as shown on the drawings and as directed by the Engineer-in-Charge at site, according to the HPPWD specification of 1990-Volume-I, and shorting out useful and un-useful materials and stacking the same in all leads,lifts and transportations of the usefull materials for filling in roadways embankments for grades improvements and levelling to required grades and then disposing of surplus excavated earth in acquired width of road on or approved dumping sites through all modes of transpsportation including head load animal load or mechanical means alongwith its levelling fine dressing and all labour, mechnieries materials,tools,equipments and incidental necessary to complete the work by mechanized means and labouor(if any required).All useful materials such as stone single, aggregate and slates shall be sorted out and stacked along road side to the maximuim possible extends in all leads,lifts through all modes of transportation and all others incidental charges any loss to the public and private properities during the course of execution and disposal of serviceable and un-serviceable materials shall be the absolute responsibility of the contractors and shall have to be duly compensated by him in all respectincluding haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203PCC.Grade-M-10 nominal mix 1:3:6 ( one cement : three sand: six graded stone aggregatesincluding all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge. |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, handpacking, roling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushablescreening to fill-up the interstices of course aggregate, watering and compacting to the required density Grading -ll as per Technical specification clause 405. by Manual Means including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge. |
| 4 | Providing and applying primingcoat with paving bitumen of VG-10 (Ten) grade confirming to l:S 73 to beapplied by heating in oilfired and self propelled or towed bitumen boiler and spraying the material uniformly with pressure sprayer at the rate of 1.00 Kg/sqm on the existing WBM surface cleaned with hydraulic brooms as per PWD Technical Specification including hauling/carriage of materials through all modes of transporation with in all leads and other incidentals and as per the satisfaction and direction of the engineer-in-Charge. |
| 5 | Providing and applying tack coat with Paving bitumen of VG-10 grade (Viscosity grade ten) conforming to lS:73 to be applied by heating in oil fired &self propelled or towed bitumen boiler and spraying the materials uniformly with pressure sprayer at a rate 0.30 to 0.40 kg per sqm (zero point three zero point four zero kilogram per square metre) on the prepared bituminous surface cleaned with Hydraulic broom. By Mechanical Meanincluding all leads,lifts and carriage of materials and other incidental charges complete as per entire satisfaction of the Engineer-in-charge. |
| 6 | 20mm thick open-Graded premix Carpet using Bituminous (VG-10)(Viscosity grade ten)BinderProviding, laying and rolling of open graded premix carpet of 20 mm (twenty milimetre) thickness composed of 13.2mm(thirteen point twenty milimetre) to 5.6 mm (five point six milimetre) aggregate using Bitumen VG-10 grade(Viscosity grade ten)conforming to IS:73bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheeled 80-100kn (eighty to hundred ) static roller capacity, finished to required level and grades to be followed by seal coat of eitherType Bas per Technical specification clause 508.Bitumen VG-10 (Viscosity grade ten) grade by mechnical means . including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge. |
| 7 | Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-B as per Technical Specification Clause 510. BitumenVG-10 grade(Viscosity grade ten) by mechanical mean including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge. |
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