PERMANENT RESTORATION OF ROAD MASJID SHARIEF ANYAR TO TATAPANI BY WAY OF CONSTRUCTION OF WIRES CRATES PROTECTION BUND WORK AND CONSTRUCTION OF 1200 MM DIA HP CULVERT

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.

All kinds of soil :

Ordinary Rock:

Supplying Crates made of Mesh type 10x12 (D=100 mm) Zn+PVC coated. Mesh wire diameter 2.70/3.70 mm (ID/OD).

Hand-packing stones in wire-crates; excluding cost of crates and stones

Extra for every additional lift of 1.5 m or part there of beyond 1.5 m height for hand-packing of stones in wire-crates

Dumping stone excluding cost of stones. in Horizontal on level behind wire crates

Hand packed stone filling in horizontal on level including cost of stone

Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)using 20 % plums

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah

Dry random rubble masonry with hard stone in foundation and plinth:without bond stone Nallah

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.complete.50 mm thick with 20mm nominal size stone aggregate.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Centering and shuttering including strutting, propping etc. and removal of form work for:

Foundations, footings, bases for columns

Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

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 (1 cement: 2 fine sand) including testing of joints etc. complete 1200 mm dia. R.C.C. pipe

Carriage of Material:

Carriage of Crate at an average distance of 117 KM by M.T

Carriage of Stone at an average distance of 02 KM by M.T

Carriage of Sand at an average distance of 05 KM by M.T

Carriage of Aggregate at an average distance of 28 KM by M.T

Carriage of RCC pipe 1200 mm dia at an average distance of 110 KM by M.T