Permanent restoration of 35 Mtr Span Foot Suspension Bridge over Sim Nallah under Bridge Sector of Capex Budget 2025-26.

Earth work in excavation by manual means 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: 1 meter from cutting edge i)All kinds of soil =50%

ii) Ordinary Rock =20%

iii) Hard Rock (Blasting prohibited ) =30%

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 i)1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size)

ii) 1:2:4 (1 cement : 2 coarse sand : 4 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. i) 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

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

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

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

Centering and shuttering including strutting, propping etc. and removal of form work for: i) Foundations, footings, bases for columns

ii) Columns, piers, abutments, pillars, posts and struts

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

Dumping of stone In Horizontal on level excluding cost of stones.

Hand-packing stones in wire crates including cost of crates and stones

Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Wet

Supplying and launching of superstructure of 35mtr C/C Span Foot Jullah Bridge over Sim Nallah 1. Transoms ISMC 150x75mm 2. Road Bearers ISLC 75x40mm 3. Diagonal Bracing ISA 50x50x6mm 4. Vertical Post ISA 50x50x6mm 5. Flooring chequered Plate 8mm thick 6. Struts ISA 50x50x6mm 7. Wheel guard 75x10mm (sheet) 8. Top and Bottom railing 9. Nut,bolt, v clamp As per the direction of Engineer-In-Charge

Cost of Steel Cables-

40mm dia

20mm dia

12mm dia

Carriage of Sand from Source to site of work by Mechanical transport including loading /Unloading complete for an avg dince of 170 km by MT & 300mtr by H/L

Carriage of Stone aggregate from Source to site of work by Mechanical transport including loading /Unloading complete for an avg. distance of 60 km by MT & 300mtr by H/L

Carriage of Stone from Source to site of work by Mechanical transport including loading /Unloading complete for an avg. distance of 200Mtr by H/L

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