R R Damage on link road Karchari to Shallan Panchyat road km RD 0 00 to 2 900 SH Widening of narrow reaches aat different Rd s B Wall in wire creat at RD 1 3451 360 1 3751 390 1 7501 760 1 2051 218 R Wall at Rd 1 5851 868 1 3001 305 1 33

Excavation in hilly area in all heights and depths in all kinds of soil by manual /mechanical means including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiselling/wedging out of rock (where blasting is prohibited ) and other intermediate classification of soil setting out true to the required line, graded width cutting and trimming of side slopes and level as shown on the drawing and as directed by the Engineer-in-Charge at site according to the M.O.R.D Technical Specification Clause 300,1603.1,1603.2, sorting out useful material and stacking the same in all leads and lifts in acquired width of the road and transportation of useful material for filling in road way, camber ,embankments for grade improvements and disposal of all un-useful materials to required width of the road or on approved dumping sites, through all modes of transportation including head load or animals transport or mechanical means, along with its levelling fine dressing .and carriage of machineries, materials tools equipments and safety means and other incidentals necessary to complete the work by mechanical means and/or labour if required. All useful materials such as stone, shingles, aggregates, sand and slates shall be sorted out and stacked along road side which shall not be less than 1/3 (One third) for blasting work hard rock 1/6th (One sixth) blasting work soft rock 1/10th (one 10th) jumper work in all cases failing which recovery shall be effected on the prevailing market rates. Any loss to the public/private property during the course of execution shall be the absolute responsibility of the entire Contractor which shall have to be duly compensated by him in all cases as per direction of the Engineer-in-Charge including carriage of material within all leads and lifts. The rate including octroi, royalty, Malkana, toll tax sale tax or other taxes imposed by the Government. A recovery of useful stones 772.593 cum. metre @ Rs. 300/- Per cubic metre shall be done on pro-rata basis in each running bill for this item .Any loos to the public and private property during the course of excavation shell be resorted by the controctor what so ever the nature of the same may be. The servicable material will be stacked out specified/ dimension in all leads and lift as per the direction of Engineer in charge.

Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1

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 a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Providing and laying cementconcrete 1:6:12 (1 cement:6 sand :12 graded stone aggregate 40 mmnominal size) and curing completeexcluding cost of centring andshuttering in:09160100 Foundation and plinth:

Providing and Laying concrete for plain/reinforced concrete 1;4:8 (One cement:Four sand eight graded 40mm (forty milimeter nominal size ) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of material with in all leads and lifts as per direction by the Engineer-In-Charge.

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:6)

Providing Weepholes in brick masanory/Stone masnory , plain /rainforced concrete abutment ,wing wall, return wall with 100mm Dia AC pipe extending through the full wirth of the structures with slope of 1(V) :20 H toward drawing face complete as per drawing and technical specification clause 614 ,709, 1204.3.7

Back filling behind retaining walls including all leads and lifts.,as per HPPWD,specification of 1990 volume-I as directed by the Engineer -in-Charge

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wrie conforming to IS:280 and IS:4826 in 100 mm X 100 MM mesh (woven diagonally ) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification Clause 1301

Providing and laying reaiforced cement concete pipe NP2for culverts on first class bedding of granular material in single row including fixing collar with cement mortor 1:2 but excluding , protection work s, backfillng , concrete and masnary works in head walls and parapets cluse 1106