Construction of link road from Thana-Tikkar to Jattan-Di-Dhar via Chamarda Km. 0/00 to 5/130

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. 1947.84 cubic metre shall be made from the contractor @ Rs. 300/- per cubic metre amounting to Rs 584352/- only).

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 50m(fifty metre) dressing of sides and bottom and backfilling in trenches with excavated suitable material ordinary soil upto 3m(three metre) depth as directed by Engineer-in-charge all kinds of soil including entire carriage of material within all leads, lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (one Cement : three coarse sand : six graded stone aggregate 20 mm (twenty millimetre)as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level 1:2:4 (one cement : two coarse sand : four graded stone aggregate 20 mm(twenty millimetre) nominal size)as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level 1:1.5:3 (one Cement : one point five coarse sand : three graded stone aggregate 20 mm(twenty millimetre) nominal size as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level 1:5:10 (one cement : five coarse sand): ten graded stone aggregate 40 mm(forty millimetre) nominal size)as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m (one point fifty metre) transporting to site spreading, grading to required slope and compacting to meet requirement with a lead upto 1000m (one thousand metre) as per technical specifications 301.5 within all the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST 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 100mm( one hundred millimetre) dia PVC pipe made of finolex pipe having pressure not less than 4kg/Cm2. (four kilogram per centimetre square) extending through the full width of the structures with slopes of I(V): 20(H) one vertical twenty horizontal towards drawing face complete as per drawing and MORD technical specification clause 614, 709, 1204.3.7 as per direction of Engineer- in -Charge, including entire carriage of materials 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.