C/O link road from village Taryambli to Chamiana via GHS Chamiana km. 0/0 to 0/700.

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.

Earth work in in excavation for all type of road structure such as retaining walls,breast walls,culverts,drains and parapets etcetra in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rocks,chiseling /wedging out of rock (where blasting is prohibited) as per drawing and technical specification clause 305.1 and as per direction of the Engineer-in-Charge including setting out, construction of shoring and bracing , removal of stumps and other deleterious materials and disposal of materials upto all lead and 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 millimetre) compacted thickness including shoring and strutting and pumping and bailing out water(surface and sub soil water) upto all depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of Engineer-in-Charge and carriage of material within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST 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 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. The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.

Providing and laying mechanically mixed cement concrete 1:5:10 (one cment: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 compelete for all heights and depths. In retaining walls /breast walls complete as per drawings and technical specifications Clause 802, 803, 1200 and as per directon of Engineer-in-Charge including entire carrriage of material within all leads and lfts and other incidentals . The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Cement concrete flooring 1:2:4 (one cement : two sand: four graded crushed stone aggregate 20 mm (twenty millimeters nominal size)laid in one layer finished with a floating coat of neat Cement as per direction of Engineer-in-Charge including entire carriage 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 reinforced cement concrete pipe NP2 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets clause 1108. 900mm(nine hundred millimeters) dia. as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals. The rates are inclusive of octroi, 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 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.

ASHWANI KUMAR GOVT. CONTRACTOR