C/O link road from Village Sargoon Heera-Bar Badar Karot G.P. Karot in km. 0/0 to 0/650

Amount

Excavation in hilly areas in all heights and depths and in all kinds of soil by manual/mechanical menus including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiseling /wedging out of rock (where blasting is prohibited) and other intermediate classification of soil setting out true to the required line, grades 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 technical specification clause 302,1603.1,1603.2 sorting out useful material and stacking the same in all leads and lifts in acquired width of the road and transportation of un-useful material for filling in road ways, camber, embankment for grade improvement and disposal of all un-useful material 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 leveling fine dressing and carriage of machineries materials, tools, equipments and safety measures and incidentals necessary to complete the work by mechanical means and or labour if required. 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 duly compensated by him in all cases as per direction of the Engineer-in-Charge including carriage of material within all leads and lifts. (Recovery of useful stone i.e. 114.98/- cubic metre shall be made from the contractor @ Rs. 300/-(three hundred only per cubic metre) amounting to Rs. 34,494/-only.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm (thirty centimeter) in depth, 1.5 m(one point five metre) in width as well as 10 sqm(ten square metre) on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m,(one point five metre) as directed by Engineer-in-charge. All kinds of soil, as per direction of Engineer- in -Charge, including entire carrriage of material within all leads and lifts and other incidentals . The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated cement concrete 1:5:10 (one cement :five sand :ten graded crushed stone aggregate 40mm (forty millimetre nominal size ) and curing complete including cost of form work with M.S. plates for plain concrete on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights and depths. In retaining walls /breast walls complete as per drawings and technical specifications Clause 802, 803, 1200 and as per direction of Engineer- in -Charge, including entire carrriage of material within all leads and lifts and other incidentals . The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Backfilling behind abutment, wing wall and return wall with granular material complete as per drawing & technical specification clause 1204.3.8, and as per direction of Engineer- in -Charge, including entire carrriage of material within all leads and lifts and other incidentals . The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Providing weep holes in brick/stone masonry/ plain/ reinforced concrete abutment, wing walls, return walls, retaining walls and breast wall with 110mm( one hundred ten millimeter) dia PVC pipe De-plast/finolex/ vectus pipe having pressure 4kg.per centimeter square. (four kilograme per centimeter square ) extending through the full width of the structures with slopes of I(V): 20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 as per direction of Engineer- in -Charge, including entire carriage of material within all leads and lifts and other incidentals .

Earth work in surface excavation not exceeding 30 cm in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ramming and watering, all complete as per drawing as per direction of Engineer- in -Charge, including entire carrriage of material within all leads and lifts and other incidentals . The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (one cement : two fine sand) including testing of joints etc. complete 600 mm (six hundred millimeter )dia. R.C.C. pipe as per direction of Engineer- in -Charge, including entire carrriage of material within all leads and lifts and other incidentals . The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Providing and laying mechanically mixed cement concrete (M-10) 1:3:6 (one cement:three sand :six graded crushed stone aggregate on ground for under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water compelete for all heights and depths including cost of form work for plain conmcrete in open fourndation for all types of structures complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 as per direction of Engineer- in -Charge, including entire carrriage of material within all leads and lifts and other incidentals . The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated cement concrete for plain/ reinforced concrete in open foundation for all type of structure complete of plain cement concrete nominal M-15 mix 1:2.5:5 (one cement: two and half sand: five stone aggregate 20mm(twenty millimetre) nominal size on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/ depths including the cost of form work as per drawings and technical specification clause 802.803.1202 and 1203 as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (one Cement : two coarse sand) : four graded stone aggregate 40 mm (forty millimeters nominal size) as per the direction of the Engineer-in-charge including entire carrriage of material within all leads and lfts and other incidentals.

VINAY KUMAR

Japan Singh