Construction of Park at Shivpora near Masjid right of River Jehlum at RD 67 04 KM by way of edge wall and fencing phase 1

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix)

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 :

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

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated (-4.40) Earth in layers not exceeding 20 cm in depth. Deduct for not watering the excavated earth for banking.(-33.45)

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 specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Centering & shuttering incl. strutting, propping etc. & removal of form work for:- Foundations, footings, bases for columns

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded

Dumping stone excl. cost of stones in horizontal on level.

Supply of stone boulders

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work

Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) Dark shade using ordinary cement

Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment)

12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

Supply, installation, testing and commisioning of Alumunium Solar Street Light System, comprising Alumunium Solar Street Light Pole of height 15-20 feet, made of high quality alumunium, square base plate mounted, suitable for outdoor installation, including integrated LED luminiare, 12V DC solar power system, solar photovoltaic panel, rechargeable battery, charge controller, interconnecting cables, clamps, brackets, nuts, bolts, fasteners and all other accessories complete.

Carriage of material by mechanical transport including loading unloading and stacking from source to road site.

Stone Soling avg. 07 km

40mm aggregate avg. 07 km.

20mm aggregate avg. 07 km..

Sand aggregate avg. 03 km..

Cement & steel avg 01 km

Earth avg. 20 km