C/o Salani Harijan Basti Road 0/0 to 0/800 under SCSP

Amount

Earthwork 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 all leads, dressing of sides and bottom and backfilling in trenches with excavated suitable material. including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Providing plain cement concrete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 (one cement isto three sand isto six graded stone aggregate) including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing plain cement concrete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC grade M-15(1:2.5:5)( one cement isto two point five sand isto five crushed aggregates) including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing plain cement concrete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 nominal mix plain cement concrete 1:4:8 ( one cement isto four sand isto eight crushed aggregates) including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Construction of granular sub base by providing well graded materials, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achive the desired density complete as per technical specification clause including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 2(two) as per Technical Specification Clause 405 including all leads, lift and carriage of materials and as per the direction of Engineer in-Charge

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3(three) as per Technical Specification Clause 405 including all leads, lift and carriage of materials and as per the direction of Engineer in-Charge

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 including all leads, lift and carriage of materials and as per the direction of Engineer in-Charge

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. including all leads, lift and carriage of materials and as per the direction of Engineer in-Charge

Providing, laying and rolling of open-graded premix carpet of 20(twenty) mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.By Mechanical Means Bitumen (S-90) including all leads, lift and carriage of materials and as per the direction of Engineer in-Charge

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Bitumen (S-90) including all leads, lift and carriage of materials and as per the direction of Engineer in-Charge

Providing and laying of hot applied thermoplastic compound 2.5mm (Two point five millemtre) thick including refectorising glass beeds @250 (Two hundred fifty) gms per sign area, thickness of 2.5mm (Two point five) is exclusive of surface applied glass beads as per IRC:35.(Thirty five) The finished surface to be level uniformly and free from streaks and holes including all leads, lift and carriage of materials and as per the direction of Engineer in-Charge

Providing and fixing of road stud 100 x 100mm(One hundred into one hundred millimetre) dia cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30mm(Thirty millimetre) upto a depth of 600mm(Six hundred millimetre) and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. including all leads, lift and carriage of materials and as per the direction of Engineer in-Charge

Supplying and Installation of delinators (road way indicators hazard makers, object markaers) 80-100cm (Eight to one hundred centimetre) high above ground level, painted black and white in 15(Fifteen centimetre) wide strips, fitted with 80x100 mm (Eighty into hundred millimetre ) rectangular of 75mm(Seventy five millimetre) dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC -79 and the drawings. including all leads, lift and carriage of materials and as per the direction of Engineer in-Charge

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. including all leads, lift and carriage of materials and as per the direction of Engineer in-Charge

Providing weep holes in bricks/stone masonery plain/reinforced concrete abutment wing wall return wall with 100mm dia PVC pipe extended through the full width of the structure with slope of 1 vertical and 20 in horizental towards drawing face complete as per specification clause 614,709,1204,3.7 including all leads, lift and carriage of materials and as per the direction of Engineer in-Charge

Back filling behind abutment wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge. including all leads, lift and carriage of materials and as per the direction of Engineer in-Charge.

Bhupender Chauhan

Pratap Singh