Construction of 75 Mtr Span Single Lane Through Type Steel Motorable Bridge in Km 5th at RD 4/00 to 4/100 On L026 Block Boundary Sukrala Machhedi road to Morian Pkg No JK07-295

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, as directed by Engineer-in-Charge. All kind of Soil

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 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. 4.5.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

Hand Packing stones in wire creates of BA wire 4mm and mesh of size 10 cm x 10 cm including cost of stones and wire creates

Dumping stone including cost of stones in Horizontal on level

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 12.58.2 110 mm diametre

Providing and laying watering and compacting in layers not exceeding 200 mm thick with 80-100 KN roller, river bed material free of organic material mixed with course aggregate, round Nallah single max.Agg. Size 75 mm thick including carriage from source to site of work including of all leads and lifts complete.

Carriage of Material by mechanical transport from source to site of work includidng loading/un-loading complete Sand for and average distance 70 kms

Stone aggregate Above 40 mm nominal size for and average distance 70 km