C/o Link Road I T I Bagsaid and village Sharan km. 0/000 to 0/750 SH ROFD C D work C/o R/wall V-Shape Drain and M/T Deposit

Amount

Excavation in soil in Hilly area by mechinical means in all kinds of soil such as a pick work , jumper work , blasting work both in soft and hard rock with chiesling / wedging out rock (where blasting is prohibited ) and other intermediate classification of soil including cutting and trimming of site slopes and disposal unserviceable material by mechnical transport and stacking the serviceable/ useful material on the road berms as per technical specification clause 1603.1, 1603.2 ormuttams shall be left at suitable place as directed by Engineer- in - Charge and shall be removed only after attaining the formation level and after final checking of Engineer-in- Charge. The work shall be executed in workman like manner and aboid any damaged to the private / Govt. property in the vicinity of work site , if any damage occurs to any property during the course of execution shall be the absolute responsibility of the contractor , which shall have to be duly compensated by him in all cases. the recovery for useful stone 19.24 cubic metre @ Rs. 300 rupees per cum to Rs. 5772 shall be done on pro rata basis for the quantity of cutting in earth work efected including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Excavation in earth work in excavation for structures in all height and depths in all kind of soil including saturated soil comprising of pick, jumperand blasting work both in soft and hard rock with chiseling/wedging out of rock ( where blasting is prohibited) and their intermediate classification of soil. If water is met in the spring seepage rain and other causes it shall be removed by suitable diversion, pumping and bailling out and the excavation shall be kept dry whereever so required by the contractor at his own cost, including dressing of slopes and beds setting out confirming to required lines, grades, side slopes as shown in the drawings and direction of Engineer-in-Charge and transportation soil to roadway and then disposing off surplus excvated earth in required width of road or on approved dumping site including its stacking levelling and dressing in all leads and lifts through all modes of transportation including head load animal load of mechanical mean or incidental to complete the work as per technical specifications clause 305.1. All useful material, such as stones, shingles , aggregate and slates shall be sorted out and stacked along road sides to the maximum possible extent in all leads lifts through all modes of transportation. Any loss to the public and private property during the course of execution of disposal of serviceable and unserviceable material which shall be absolute responsibility of the contractor shall have to be duly compensated by him in all respect.

Providing and laying concrete (C.C 1:6:12) (one cement : six sand : twelve graded stone aggregated) for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 and 1203 with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803,1202 and 1203 in cement concrete 1:4:8 (one cement: four sand : eight graded stone aggregate 40mm nominal size) as per entire satisfaction and direction of Engineer-in-Charge.

Stone masonry in cement mortar for sub structure complete as per drawing and technical specification clauses 702,704,1202 & 1204 Coursed rubble masonry second sort in cement mortar 1:5 including carriage of materials within all leads and lifts as per direction of Engineer-in-Charge.

Providing and laying reinforced cement concrete pipe NP2 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excavation,protection work,back fillilng, concrete and masonary work in head walls and paraplets clause 1108 including carriage of materials within all leads and lifts as per direction of Engineer-in-Charge.

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 Rubble stone laid in cement mortar 1:3 (one cement : three sand)including carriage of material and other incidentials as per the direction of the Engineer-in Charge.

Random Rubble Stone masonry in cement mortar 1:6 (one cement : six sand) for substructure complete as per drawing & technical specification Clauses 702,704,1202 and 1203 including curing complete within all leads, lifts carriage of material and other incidentials.

Construction of dry rubble masonary for retaining walls, breast walls, revetment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification Clauses 704.6 & 1302.5, with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803,1202 and 1203 in cement concrete 1:3:6 (one cement: Three sand : Six graded stone aggregate 40mm nominal size) as per entire satisfaction and direction of Engineer-in-Charge.

Back filling behind abutment wing wall and retainling wall complete as per drawing & technical specification clause 1204.3.8 and including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and laying reinforced cement concrete 600 mm. (Six millimeter) pipe NP2 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excavation,protection work,back fillilng, concrete and masonary work in head walls and paraplets clause 1108 including carriage of materials within all leads and lifts as per direction of Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803,1202 and 1203 in cement concrete 1:4:8 (one cement: four sand : eight graded stone aggregate 40mm nominal size) as per entire satisfaction and 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/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. as per the entire satisfaction and 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 as per Technical Specification Clause 405. as per the entire satisfaction and 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 as per Technical Specification Clause 503 with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and 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. (zero point two five to zero point three zero kilogram) per square metre on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and applying SAMI Layer considering of average temperature of reason between 20 to 25 degree (highester means temperature use bitumen CRMB 55 PMB 70 coat on prepared surface of granular base including clearing of road surface and spraying (SAMI) at rate of 10-12-Kg. /sqm. covered with 0.1 cum of 11.2 mm aggregate using mechanical means . with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing laying 30 mm (thirty millimetre) thick bituminous concrete with 100-120 TPM batch type HMP producing an average out put of 75 tonne per hours useing crushed aggregates of specified greading preading premixed with bituminious binder @ 5.4 to 5.6 percent of mixand filler transporting the hot mix to work site laying with a hydrolic paver finisher with sanser control to the required grade. level and alignment rolling with smooth wheeled vibratory and tendom roller to acheive the dressed compaction as per MORTH specification clause no. clause 509 complete in all respect (VG-10) with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

VIDYA BHUSHAN CONTRACTOR