Improvement of KSPA road Km 0/00 to 13/00 under Deposit work SH Formation Cutting at RD 7/470 to 7/715 10/720 to 10/750 10/900 to 10/960 Retaining wall at RD 8/500 to 8/530

Amount

Excavation in hilly area in all heights and depths and in all kind of soil by mechanical means including saturated soil comprising of ordinary soil, soft rock, hard rock, chiseling, wedging out of rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required lines, grades, cutting and trimming of side slopes and level as shown in the drawing and as directed by engineer-in-charge at site according to the MORD technical specification clause 302, 304 and 1603 and sorting out useful materials and stacking the same in all leads, lifts in acquired width of road and transportation of useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material to required width of the road or on approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour if required. Recovery of stone to the tune of 141.14 cubic metres quantity at the rate of 300/-(Rupees Three hundred) per cubic metre shall be effected from the contractor's running bills on pro-rata basis as per actual quantity executed. Any loss to the public, private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be compensated by him in all cases including carriage of matereials within all leads, lifts and other incidentals The rate including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government.

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks (Where blasting is prohibited) as per drawings and M.O.R.D. technical specification clause 305 and 1603.4 and as per direction of the Engineer- In – Charge including setting out, shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm ( one hundred fifty milimetres) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantam of water including cleaning of slush which may arrise out during dewatering as per direction of Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidental.

Providing and Laying mechanically mixed and vibrated plain cement concrete in open foundations complete as per drawings and technical specifications section 800, 900 & 1200 1:4:8 (One cement is to Four sand is to Eight graded/crushed stone aggregate) 40mm (Forty milimetres) nominal size) nominal size in or under water in open foundation for all type of structures etcetera including pumping or bailling out water, dewatering ( surface and sub soil water ) including removal of slush which may arise at the time of laying under water for all height/ depths and any quantum of water , including the cost of form work and curing complete for 14 (forteen ) days complete as per drawing and M.O.R.D techincal specification clauses 800, 900, & 1200 and as per the direction of Engineer-in- Charge including cariage of material withen all leads and lift and other incidentals.

Back filling with granular material behind abutments, wing walls, return walls and retaining walls complete in road structure as per drawing and M.O.R.D. technical specifications clause 1204.3.8 and as per direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental .

Provioding and Laying 100mm ( Huundred millimetre ) dia P.V.C. pipe weep holes masonry / stone masnory , Plain reinforced concrete , Abutment , Wing walls , Retaining wall /breast wall extended thought the full width of the structure with slop I ( V) ;20(H) ( One vertical in to twenty Horizontal ) towards drainingface complete as per drawing and MORD techincal specification clause 619, 709 & 1206.6 and as per the direction of Enginner -in- Charger. The rate is includingcarriage of meterial within all leads and lift and other incidentals

Supplying, fitting, and placing HYSD bar reinforcement (Fe 415)in sub-structure complete as per drawing and technical specifications Clauses 1002,1005, 1010 and 1202 and as per the instructions of Engineer-in-charge within all leads, lifts of materials and other incidentals. The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.

OM PARKASH