Construction of road from Kamila Kote to Nila Dandda Nowshera (Stage 1st) by way of earth work in cutting/filling, 08 nos. 900 mm dia hume pipe culvert,2.0 Nos 2.0 Mtr span RCC slab culvert, 3 Nos. 3.0 Mtr span RCC slab culvert, 3 Nos. 10.0 Mtr span

Design and Construction of sub structure and super structure of 10.0 Mtr span (centre to centre) motorable bridge having clear carriageway width of 4.25 Mtr comprising of all components of the bridge i.e. Deep Foundation / Foudation, Abutments, Abutment caps, deck slabs, return/wing walls, approach slab i.e. providing and fixing of appropriate bearings, steel railings, painting of bridge including trench excavation for bridge foundation, dewarting etc. The design of the bridge should be vetted from DIQC/ IIT/ NIT and approved by competent authority. Latest version to be followed in design and soil investigation, sub soil investigation & exploration with all tests and design calculation (complete job) in km 2nd

Design and Construction of sub structure and super structure of 10.0 Mtr span (centre to centre) motorable bridge having clear carriageway width of 4.25 Mtr comprising of all components of the bridge i.e. Deep Foundation / Foudation, Abutments, Abutment caps, deck slabs, return/wing walls, approach slab i.e. providing and fixing of appropriate bearings, steel railings, painting of bridge including trench excavation for bridge foundation, dewarting etc. The design of the bridge should be vetted from DIQC/ IIT/ NIT and approved by competent authority. Latest version to be followed in design and soil investigation, sub soil investigation & exploration with all tests and design calculation (complete job) in Km 3rd

Design and Construction of sub structure and super structure of 10.0 Mtr span (centre to centre) motorable bridge having clear carriageway width of 4.25 Mtr comprising of all components of the bridge i.e. Deep Foundation / Foudation, Abutments, Abutment caps, deck slabs, return/wing walls, approach slab i.e. providing and fixing of appropriate bearings, steel railings, painting of bridge including trench excavation for bridge foundation, dewarting etc. The design of the bridge should be vetted from DIQC/ IIT/ NIT and approved by competent authority. Latest version to be followed in design and soil investigation, sub soil investigation & exploration with all tests and design calculation (complete job) in link towards Nila Dandda

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 70%, ordinary rock 20% & hard rock by blasting 10%)

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.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: (All kinds of soil 70%, ordinary rock 20% & hard rock by blasting 10%)

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: 1:5:10 (1 cement : 5 coarse sand : 10 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)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars

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

Foundations, footings, bases of columns etc. for mass concrete

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Columns, pillars, piers, abutments, posts and struts.

Suspended floors, roofs, landings, balconies and access platforms

Edges of slabs and breaks in floors and walls above 20 cm wide

Providing and fixing PVC rain water pipes conforming to IS: 13592 Type A including jointing for Weep holes 75 mm diametre

Stone filling hand packed including cost of stones in Horizontal on level (using 50% available stones)

Providing and laying drain flooring / coping 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Hand-packing stones in wire-crates; excluding cost of crates but including cost of stones

Provding and laying B.A wire knitted crates of size 6.0m x 1.5m x 1.5m with mesh size 150mm x 150mm including B.A wire 4mm dia including carriage upto actual site of work

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete Non-pressure NP-3 class (Medium duty) R.C.C. pipes 900 mm dia. R.C.C. pipe

Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete.

Sand for an av. lead 95 Kms distance

Bajree/Stone aggregates below 40mm nominal size for an av. 35 Kms distance

Stone for an av.lead of 35 Kms distance.

900 mm dia hume pipe for an av. Lead of 135 Kms