Construction of Saroli to Sain road Km. 0/0 to 1/0

Amount

Earth work in excavation in all kind of classification of soil in foundation of structures upto all depth / height as per drawing and technical specification Clauses 305.1 & 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto any lead, dressing of sides and bottom and back filling in trenches with approved material including chiselling / wedging out of rocks where blasting is probihited and pumping or bailing water / dewatering and disposal of all surplus excavated earth in specified site upto all leads, lifts through all modes of transportation, disposed earth to be levelled and neatly dressed as per direction of Engineer-in-charge.

Providing and laying cement concrete plain/ reinforced concrete 1:3:6 (one cement : three sand : six graded crushed stone aggregate 40mm ( forty millimetre) nominal size) in open foundation complete as per drawing and technical specification cluse 802,803,1202 and 1203 including form work for plain/ reinforced concrete work as per drawing and HP,PWD technical specification including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.

Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm (one hundred millimetre) spread thickness (finished work including materials and labour) including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.

Providing and laying cement concrete plain/ reinforced concrete 1:4:8 (one cement : four sand : eight graded crushed stone aggregate 40mm (forty millimetre) nominal size) in open foundation complete as per drawing and MORD technical specification cluse 802,803,1202 and 1203 including form work for plain/ reinforced concrete work including carriage of material within all leads, lifts and ohter incidental charges.

Providing and laying cement concrete plain/ reinforced concrete 1:2:4(one cement : two sand : four graded crushed stone aggregate 20mm (twenty millimetre) nominal size in open foundation complete as per drawing and technical specification cluse 802,803,1202 and 1203 including form work for plain/ reinforced concrete work as per drawing and HP,PWDD technical specification including carriage of materials with in all leads and lifts and direction of Engineer-in-Charge.

Preparation of sub grade by dressing to camber (earth work for the cutting involved for sub grade to be paid for separetely ) depending upon the classification of soil complete as per HPPWD specification and as per direction and satisification of Engineer- in- charge.

Consolidation of Sub-grade with power road roller 8/10 ( eight oblique ten ) tonne including making good the un-dulation etc. with earth or quarry soil and re- rolling the sub-grade complete as per HPPWD specification and as per direction and satisification of Engineer- in- charge .

Providing, laying, spreading and compacting stone aggregates of 90 to 45mm ( Ninety to forty five milimetre ) size to water bound macadam specification including spreading in uniform thickness hand packing and rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening type-B at the rate 0.27cum(Zero point two seven cubic metre ) and binding material at the rate 0.08 cum (Zero point zero eight cubic metre) per 10 Sqm (ten square metre) of road surface to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 1 as per Technical Specification by manual mean including carriage of material within all leads and lifts and other incidentals.

Providing, laying, spreading and compacting stone aggregates of 63mm to 45mm (sixty three millimetre to forty five millimetre) nominal size to water bound macadam specifications including in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading-II as per technical specifications clause 405 by manual means including entire carriage of materials within all leads and lifts and other incidentals.

Sarika Kumari Gpovt. Contractor

Vivek Patyal ,Govt. Contractor