summary of br.quantity(original estimate)

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Summary of Estimate for construction of Bridge No. 141/1,141/2 & 142/1 on NH 37 Ref : Based on Tender Rate Unit 1 2 3 4 5 (I) Ordenary Soil A. Manual means Cum Cum 2278.204 2727.917 568.620 5574.741 70.00 2/12.8 Cum 165.83 220.14 385.971 3785.00 2/12.39 Cum 26.24 26.244 4206.00 3/12.38 Cum 291.92 291.924 4880.00 4/12.25 Metre 506.00 506.000 ### 3/12.8 H. RCC Grade M 35 Cum 418.90 552.57 971.472 4826.00 Case I-Using Concrete Mixer Item No. Particulars/Description of item Total Quantity Br.No- 141/1 Total Quantity Br.No- 141/2 Total Quantity Br.No- 142/1 Total Quantity Rate in Rs. In Figures 1/12.1 0 per drawing and technical specification, including setting out, construction of shorting and bracing, removal of stumps and other deleterious metter, dressing of sides and bottom and backfilling with approved material. as per MOSRT Clause No. 304 i) Upto 3m depth (with ii) 3m to 6m depth (with iii) Above 6m depth (with Plain/Reinforced cement concrete in open foundation complete as per drawing and tachnical specification (A) PCC Grade M15 Levelling course for pile capas per drawing and tachnical specification MORTH no. 1100,& 1700 Cement concrete for Reinforced concrete in pile cap complete as per drawing and technical specifications of MORTH Clouse No. 1100,1600 & 1700 as per specification and direction of engineer in charge. Pile Cap I) RCC M-35 grade Bored cast-in-situ M35 Grade RCC pile excluding reinforcement complete as per drawing and technical specification cl. No. 1100 & 1700 and removal of excavated earth with all lifts and lead upto 1000m.as per (Pile Dia= 1200mm) Plain/Reinforced cement concrete in open foundation complete as per drawing and tachnical specification

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estimate quantity of a bridge

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Summary of Estimate for construction of Bridge No. 141/1,141/2 & 142/1 on NH 37 RefBased on !ender Rate"articu#ars/$escri%tion of item &nit1 2 3 4 '1/12.10(I) Ordenary SoilA. Manual meansi) Upto 3m depth (with dewaterin ) !um!um22"#.20$ 2"2".%1" &'#.'20 &&"$."$1 "0.002/12.#!um 1'&.#3 220.1$ 3#&.%"1 3"#&.002/12.3%!um 2'.2$ 2'.2$$ $20'.003/12.3#!um 2%1.%2 2%1.%2$ $##0.00$/12.2&Metre&0'.00 &0'.000 10%2$.003/12.#(. )!! *rade M 3&!um $1#.%0 &&2.&" %"1.$"2 $#2'.00!ase I+Usin !on,rete Mi-er(tem No.!ota# )uantityBr.No*141/1!ota# )uantityBr.No*141/2!ota# )uantityBr.No*142/1!ota# )uantityRate in Rs.(n +iguresE,ca-ationforStructures(.arth wor/ine-,a0ationo11oundationo1 stru,turesasperdrawinand te,hni,alspe,i1i,ation2in,ludin settinout2,onstru,tiono1shortin and 3ra,in2 remo0al o1 stumps and other deleterious metter2 dressin o1 sidesand3ottomand3a,/1illin withappro0edmaterial.asper MOS)4 !lause 5o. 30$ii)3m to 'm depth (with dewaterin )iii) A3o0e 'm depth (with dewaterin )6lain/)ein1or,ed ,ement ,on,rete in open1oundation,ompleteasper drawinandta,hni,alspe,i1i,ation (A) 6!! *rade M1&.e-e##ing course1orpile,apasper drawinandta,hni,alspe,i1i,ation MO)4( no. 110027 1"00 /ement concrete 1or )ein1or,ed ,on,rete in pile ,ap ,omplete as per drawin and te,hni,al spe,i1i,ations o1 MO)4( !louse 5o. 110021'00 7 1"00 as per spe,i1i,ation and dire,tion o1 enineer in ,hare.6ile !apI) )!! M+3& rade!ase I 8 Usin !on,rete mi-erBored cast*in*situ M3& *rade )!! pilee-,ludinrein1or,ement ,ompleteasperdrawinand te,hni,al spe,i1i,ation ,l. 5o. 1100 7 1"00andremo0alo1e-,a0ated earthwithallli1tsandleadupto 1000m.asperspe,i1i,ationand dire,tion o1 enineer in ,hare.(6ile 9ia: 1200mm)1%en +oundation 6lain/)ein1or,ed ,ement ,on,rete in open1oundation,ompleteasper drawin and ta,hni,al spe,i1i,ation $/12.$04 $%.30 #0.3& '&.'1 1%&.2'3 $'"2&.00&/13.&;) )!! *rade M3&I) (ih &m to 10m!um 22".%$22 2"%.'#0' 1&%.0&&' '''.'"# '2"'.00!ase I 8 Usin !on,rete mi-er '/13.'(A)M4 $&.'" &&.$0 3"."0 13#."'2 $'""%.00"/12.$!um 3""."$# &01.'3 #"%.3"# 31%3.00#/1$.1 (+1)/e;u0alent2airentraininand waterredu,inplasti,iser (Masterplast6A.)/e;u0alent ,on1ormintoIS+%103+1%%%andas perspe,i1i,ationanddire,tiono1 .nineerin,hareandsteel shutterin 1ormwor/.Supplyin21ittinandpla,inun+,oated!3!/RS4+e*'00)3ar rein1or,mentinsu3+stru,ture ,ompleteasperdrawinand te,hni,al spe,i1i,ation "//135in1oundation(6lain ,ement,on,rete1838'nominalmi- in1oundationwith,rushedstone areate$0mmnominalsi?e me,hani,allymi-ed2pla,,edin 1oundationand,ompe,ted3y 0i3rationin,ludin,urin1or1$ days)=urnishinandpla,in )ein1or,ed/6restressed,ement ,on,reteinsu%erstructureasper drawinandte,hni,alspe,i1i,ation@ in,ludinpro0idinplasti,iser (Masterplast6>+1)2airentrainin andwaterredu,inplasti,iser (Masterplast6A.),on1ormintoIS+%103+1%%%andasper spe,i1i,ation and dire,tion o1 .nineer in ,hare.