Remodeling of Math Minor from RD 0 to 38500

Amount

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1 :2:4 or leaner mix (i/c equivalent cum design mix) as per HSR item No. 5.23.2.

Demolishing brick work manually/ by mechanical means as per HSR item No. 5.7.4.

Demolishing R.C.C. work manually/ by mechanical means cum including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in­charge. as per HSR 5.25.

Providing and laying in position ready mixed plain cementconcrete, with cement content as per approved design mix andmanufactured in fully automatic batching plant and transported tosite of work in transit mixer for all leads, having continuousagitated mixer, manufactured as per mix design of specifiedgrade for plain cement concrete work, including pumping ofR.M.C. from transit mixer to site of laying and curing, excludingthe cost of centering, shuttering and finishing, including cost ofcuring, admixtures in recommended proportions as per IS: 9103to accelerate/ retard setting of concrete, improve workabilitywithout impairing strength and durability as per direction of theEngineer-in-charge.(Note :- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix for sleepers). M-15 grade plain cement concrete (cement content considered @ 240kg/cum)as per HSR item No. 6.22.1.2.

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability All works up to plinth level as per HSR item No. 6.24.1

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All works up to plinth level as per HSR item No. 6.24.2

Centering and shuttering including strutting, propping etc. And removal of form work for Columns, piers, abutments, pillars, posts and struts as per HSR item No. 6.29.1

Centering and shuttering including strutting, propping etc. And removal of form work for Columns, piers, abutments, pillars, posts and struts as per HSR item No. 6.29.3

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and sqm as per HSR item No. 6.30.3

Steel reinforcement for R.C.C. work, where not included in thecomplete rate of RCC, including straightening, cutting, bending,placing in position, binding, wastage, overlaps, welded joints,spacer bars, chairs, stays, hangers and annealed steel wire etc.complete in all respect below plinth level (Thermo-Mechanically Treated bars of grade Fe-500D kg or more).as per HSR item No 6.33.6 .

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) as per HSR item No. 7.21.1

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil as per HSR No. 4.12.1.

Excavating suppling and filling of local earth (including royalty)cum by mechanical transport up to a lead of 1 k.m also including ramming and watring of the earth in layers not exceeding 20 cm in trenches plinth side of foundation etc complete Hsr items no 4.33

First class dry brick on edge flooring or paving in ordinary boundedcourses or bound, laid as per HSR item No. 10.34

Filling expansion joints, with special impervious hot pour, 12.5 mm wide as per HSR item No. 14.18

Finishing wall with acrylic smooth exterior paint of required shade HSR item No 11.95.1

Providing and laying RCC pipe 900 mm dia NP3 spigot as per HSR Item No. 21.95.8

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means as per HSR Item No. 5.53.2

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with 10 mm cement plaster (1:5) form work , dressing, curing and preparation of subgrade as per directions of Engineer-in-charge.(75mm thickness)( in bed )as per detail attached.

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with 10 mm cement plaster (1:5) form work , dressing, curing and preparation of subgrade as per directions of Engineer-in-charge.(75mm thickness)( in side slope) as per detail attached.

Kilometre Stone Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications Ordinary kilometre stone (precast) as per HSR item No. 34.27.2.

Supply and Fixing of O/L’s of disty. APM Block (L.S.)

Laying polythene sheet under CC M-25 in 150 mm micron polythene

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m as per item No. 4.14.1.

Earth work for lip cutting for lining of Irrigation Channel as per HSR item No. 14.24.1

Cement pointing 1:3 cm on brick work raised and cut pointing. HSR item No. 11.25.2

Demolishing brick work manually/by mechanical means as per HSR item No. 5.6 @rs 298 per cum.

Dismanting of flexible pavement by machanical means. HSR item No 17.3

Constuction of granular sub-base by providing Material, spreading in prepared surface, mixing by mix in and compacting with vibratory roller to achieve the desired clause 401 of MORT& H technical specifications HSR item No. 17.13

Providing, laying, spreading and compacting stone aggregates of specification including spreading in uniform thikness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber,applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and complete as per techinical clause 404 of MORT&H specification HSR item No. 17.22.1

Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 KG pert sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications. HSR item No. 17.26.2.

Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/hours using specified fine aggregates and penetration grade bitumen @ 0.68 kg/sqm laid to specified levels, grade and cross fail complete as per techinical clause 511 of MORT&H specification. HSR item No. 17.36.3

Recovery GSB received from dismenteling

Recovery WBM received from dismenteling

Dismantling of APM Block

Supply of 150 micron polythene

Extra allowance for form work in concrete lining in bed as per HSR Item No. 14.16.1

Credit of dismentalled old brick material

Credit of pipe 900 mm dia i/d RCC pipe

Credit of steel

PAWAN KUMAR CONTRACTOR

M/s Shivji Singla and Sons