Construction of Shri Shankaracharya Ji Temple Road Works.

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.

Ordinary Rock & Hard Rock (Blasting Prohibited)

Earth work in excavation in manual means in trenches for foundation, drains, pipes, cables etc (not exceeding 1.5m in width and for shafts, wells, cesspits and the like not exceeding 10sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5m, including getting out the excavated earth as directed for a lead upto 15Mtr beyond 1Mtr from cutting edge. All Kinds of Soil.

Providing & Laying in position cement concrete of specified grade 1:5:10 [1cement: 5 coarse sand 10 graded stone aggregate 40mm nominal size] including curing but excluding the cost of centering and shuttering. All work up to plinth level.

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)

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

a) Foundation, footing, bases of columns etc.

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

Hand Packing stone filling behind R/wall including supply of stone

Carriage of material by M.T incl. loading , unloading and stacking at site complete

a) Sand from source to site of work for 20.00Km Qty. vide item No. 3 = [email protected]/cum = 267.31 Cum Qty. vide item No. 4= 2066 [email protected]/cum = 764.42Cum = 1031.73 Cum @ Rs. 409.94/cum

b) Stone agg from source to site of work for 20.00Km Qty. vide item No. 3 = 568.75 Cum @ 0.89/Cum = 506.18 Cum = [email protected]/cum

Providing, laying, spreading & compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wetmix macadam (WMM) specification including premixing the material with water at OMC in Mechinical mix Plant carriage of mix material by tipper to site, for all leads and lifts laying in uniforms layer with machinical paver finisher in sub base / base course on well prepared surface and compacting with vibrator roller of 8 to 10 Tons capacity to achive density complete as per specifications.

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.

Disposal of surplus excavated material through mechanical means by additional lead of 3 km (Earth / Rock)

Structural Steel work in single section, fixed with or without connecting plaste including cutting hosting fixing in poistion and applying priming coat steel primer all complete.

Providing & Fixing of welded wire mesh of approved design and applying priming coat of steel primer as required