C/o Balance work of Rille Chendi Karshawali road km 0/000 to 8/415 SH 5/7 Mtr wide Formation Cutting R/Wall B/wall Cross Drainage Dumping Places and Unlined drain Surface Under NABARD RIDF - XXV

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 side 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 avoid 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 15670.31 cum @ 300 per cum to Rs. 47,01,093/- shall be done on prorata basis for the quantity of cutting in earth work effected 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 Cement concrete 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 1:5:10 (one cement : five sand : 10 grade stone aggregate) in open foundations complete as per drawing and technical specification clauses 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.

Providing concrete for plain/reinforced concrete 1:3:6 (One cement : three sand : six graded stone aggregate 40 mm (forty millimetre) nominal size) in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. complete 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 reinforced cement concrete pipe NP3 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 1101 including carriage of materials within all leads and lifts as per direction of Engineer-in-Charge.

Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications Clauses 800, 4101 in R.C.C M 25 (Twenty Five) complete with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical specification clause 1001 including curing complete and carriage of material with in all leads and lifts and other incidentals or as per the direction of the Engineer-in Charge

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm (Twenty millimetre) nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm (Two Thousand millimetre) as per drawing and technical specifications Clauses 1403 including curing complete and carriage of material with in all leads and lifts and other incidentals or as per the direction of the Engineer-in Charge

Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) diametre G.I. wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stones boulders weighting not less than 25 Kg. (twenty five kilogram) each as per drawing and technical specifications clause 1301 complete within all leads, lifts, carriage of material and other incidentials.as per the entire satisfaction and direction of Engineer-in-Charge.

Back filling behind abutment wing wall and retainling wall complete as per drawing & technical specification clause 1206.3 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 weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment , wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1206 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Construction of unlined surface drain of average cross-section area 0.40 sqm (Zero point four ziro square metre) in soil to specified lines grades levels and dimensions. Excavated materials to be used in enbankment including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

KRISHAN CHAND SAINI

BHAGASIDH CONSTRUCTION and ENGINEERING PVT LTD

Jai Singh

AJAY PATHANIA

Avinash Dhiman

Nveen Sharma

Balbir Singh