C/o link road from Nalda Nallah to village Nalda Km.2/960 to 5/285 SH-Crated R/wall at RD.4/405 to 4/510 B/wall at RD. 4/405 to 4/495 Dry edge wall at RD. 4/645 to 4/745 and RCC slab culvert at various RDs 0/800 to 4/450.

Amount

Excavation in soil in hilly area in all heights and depths in all kind of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including, dewatering wherever required setting out to the required line grades, side slopes trimming bottom and level as shown on the drawings according to technical specifications clause 1603.1 (One Thousand Six Hundred Three Point One) 1603.2 (One Thousand Six Hundred Three Point Two) and 1603.3 (One Hundred Six Hundred Three Point Three) of surplus excavated earth in acquired width of roads or on approved dumping sites through all modes of transportation including head load animal load or machanical means alongwith its levelling fine dressing and all labour, machineries, materials, tools equipment and safety measures and incidentials necessary to complete the work by all means, (if any required). Recovery for useful stone of 30.03 (Thirty Point Zero Three) cubic metre @ 300/- cum (Rupees Three Hunderd Per Cubic Metre) amounting to Rs. 9009/-only (Rupees Nine Thousand Nine). Any loss to the public and private property during the course of execution shall be the absclute responsibility of the contractor, which shall have to be duly compensated by him in all respect. Including all leads and lifts of materials and as per direction of Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, All kinds of soil including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.

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 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.

Providing and laying in position specified grade of reinforced cement oncrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crate with 4 mm dia G.I wire conforming to IS:280 and IS: 4826 in 100 mm X 100 mm mesh (woven diagonally) including 10 percent extra for laps and joints with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. (A.R)

Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1302.5 including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. (A.R).

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Sandy material including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. (A.R).

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge.

JAGDISH KUMAR