C/O Link road to village Devgrah

Amount

Earthwork in excavation in all kinds classification of soil in foundation of structures upto all depth/ height as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts dressing of sides and bottom and back filling with approved material and disposal of all surplus excavated earth in specified site and as per direction of Engineer-in-charge complete.

Providing and laying concrete for plain/reinforced concrete 1:4:8 (One cement : Four sand : Eight graded stone aggregate) 40mm (forty milimeter) nominal size in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 and as per direction of Engineer-in-charge complete.

Providing and laying cement concrete plain/ reinforced concrete 1:3:6 (One cement : three sand: six graded stone aggregate) 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.

Providing and laying cement concrete 1:5:10 ( One cement: Five sand: Ten graded crushed stone aggregate 40mm (Forty milimeters) Nominal size with 15% plum(fifteen percent) the size of plums shall usually be 150mm to 300mm (One hundred fifty to three hundred milimetres) as per PWD specification in all heights and curing complete including cost of form work in retaining wall/ breast walls including entire carriage of materials with in all leads and lifts complete.

Providing and laying reinforced cement concrete pipe NP-2 for culverts in first class bedding of granular material in single row if fixing collar with cement mortar 1:2 One cement :Two Mortar) but including excavation protection work back filling concrete and masonary work in heas walls and parapets clause 1108 in all heights/depth a technical specification 1108 including carriage of materials with in all leads and lifts and direction of Engineer in Charge.

Back filling with granular material behind abutment, wing wall & return wall complete as per drawing & technical specification clause 1204.3 in all leads and lifts and carriage of material by all modes of transportation as per the direction of Engineer- in-Chrage .

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. 100mm (One hundred milimetres) spread thickness finished work including materials and labour complete as per direction of Engineer-in-Charge.

Construction of un-reinforced and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, curing of concrete slabs for 14-days, using curing compound ( where specified ) and water finishing to lines and grade as per drawing and Technical specification clause 1501 including hauling of material within all leads and lifts and other incidental charges and as per direction of Engineer-In-Charge.

AJAY KUMAR

INDIVIDUAL