Widening of Mishriwala Jhiri road upto Double lane specification

Amount

Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead:

1:4:8 or leaner mix

1:3:6 or richer mix

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, drains, pipes and cables etc. (not exceeding 1.5mtr in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5mtr including getting out excavated soil and disposal of surplus soil as directed, within a lead of 50 mtr. All kinds of soil

Providing and laying in position cement concrete of 1:4:8 grade (1 cement :4 fine sand : 8 graded stone aggregate 40mm nominal size) excluding the cost of centering and shuttering. All work upto plinth level ( Crushed)

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) Crushed

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers •. abutments, pillars, posts, struts, butteresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills,sunken floors fillets etc. upto floor five level, xcluding the cost of centring, shuttering and finishing: 1: 3: 6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nommal size (Crushed)

Providing and laying in position reinforced cement concrete of grade 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 0 mm nominal size ) excluding the cost of centering, shuttering, finishing and reinforcement -all work upto plinth level.

Providing and laying Reinforced Cement Concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) in suspended floors, balconies, landings and staircase having upto 15° slope. excluding cost of centering and shuttering , all work upto floor V level

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmen"ts, posts ans sturts, etc. upto floor five level excluding cost of centring, shuttering, fmishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size)

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete cold twisted bars.

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

Foundations, footings, bases of columns

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

Suspended floors, roofs, landings, balconies and access platform

Edges of slabs and breaks in floors and walls Above 20cms wide

Supply including digging, carrying by lorry, filling River Bed Material mixed with coarse sand and round nallah shingle 75mm as per lines, cross sections, grade and camber, including watering & consolidation in layers with 8-10 Ton Power Roller Complete ( Finished work including material and labour)

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

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size Crushed

Providing and laying water bound macadam with spcified stone aggregate, stone screening and binding material, incl. sorting spreading to template and consolidation with Power Road Roller 8 to 10 tonne capacity Base course with 63mm to 45mm size including stone screening 13.2mm size (150mm thick) ( Finished work including material and labour)

Dewatering/ pumping out water caused by spring tidal or river/nallah seepage/broken water rains or drains and like including the making of diversion for the movement of traffic during execution of the work. (The amount shall be restricted and payable only after completion of the earthwork, concrete work and movement of free traffic duly certified by the A.E.E concerned) .

Carriage of material by mechanical transport in all terrains including cost of loading/ unloading and stacking at site.

Stone agg. above 40mm size for an average distance of 16 Km

Stone agg. below 40mm size for an average distance of 16 Km

Stone for an average distance of 15 Km

Sand for an average distance of 18 Kms

Screening /Dust for an average distance of 16 Km

R V Group

RAMA CONSTRUCTIONS

The Trikuta Engineer

BalaJi Constructions

JRM CONSTRUCTIONS