boq-ips

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6. BILL OF QUANTITY AND PROJECT ESTIMATE The bill of quantity of various items and their estimated cast is presented below in detail. The quantity of civil works have been worked out in two categories ; one on the ground and within 1.5m bgl (below ground level) and other 1.5 to 12 bgl and hence having on an average 8 lifts The rates have for these quantities also been worked out accordingly. The RCC of M20 grade in construction of liquid retaining heavy structures such as the present sewage sump well is generally rich in steel and the % of steel varies from 1.5% to 2.0%. The rates of all the items have been worked out- either by rate analysis after having market rates of the components or through vendor correspondence. The final rates mentioned in the following estimate are inclusive of transportation, over heads & the profits of the agency engaged to execute the work and the prevalent taxes. Further breakup of the quantity and the rate analysis would be provided if required necessarily. Sl. No. Item Description Quantity & Unit Unit Rates (Rr.) Amount (Rs.) 1. Earth Work in Excavation (a) For Sump Well : 0 to 1.5 m below GL 1.5 to 11.5 m below 231.0 m 3 1325.2 m 3 120/- 350/- 27,720/- 4,63,820/- (b) In foundation Of CI raising main 221.20 m 3 120/- 26,544/- (c) In foundation of boundary wall 9 m 3 120/- 1,080/- Total = Rs. 5,19,164/ 2. PCC:(M-15 Grade i.e. 1:2:4 Mix ) (a) In the base slab & in the screeting of sump floor Below 8 th lift 62.3 m 3 5,000/- 31,11,500/- (b) In the bedding 2.1 m 3 4,000/- 8,400/-

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Transcript of boq-ips

6. BILL OF QUANTITY AND PROJECT ESTIMATEThe bill of quantity of various items and their estimated cast is presented below in detail. The quantity ofcivil works have been worked out in two categories ; one on the ground and within 1.5m bgl (below groundlevel) and other 1.5 to 1 bgl and hence having on an average ! lifts The rates have for these quantities alsobeen worked out accordingly.The "## of $% grade in construction of liquid retaining heavy structures such as the present sewage sumpwell is generally rich in steel and the & of steel varies from 1.5& to .%&.The rates of all the items have been worked out' either by rate analysis after having market rates of thecomponentsorthroughvendorcorrespondence. Thefinal ratesmentionedinthefollowingestimateareinclusive of transportation( over heads ) the profits of the agency engaged to e*ecute the work and theprevalent ta*es. +urther breakupof the quantityandthe rate analysis wouldbeprovidedif requirednecessarily. Sl.No. Item Descritio!Q"#!tit$ % U!it U!it R#tes&Rr.'Amo"!t&Rs.'1. E#rt( )or* i! E+c#,#tio! (a) +or ,ump -ell .% to 1.5 m below /01.5 to 11.5 m below 11.% m1115. m11%2'15%2'3(3%2'4(51(!%2'(b) 6n foundation 7f #6 raising main 1.% m11%2' 5(5442'(c) 6n foundation of boundary wall 8 m11%2' 1(%!%2'Tot#l - Rs. ./01/0623. PCC4&M50. 6r#7e i.e. 04842 Mi+ '(a) 6n the base slab ) in the screeting of sump floor 9elow !th lift5.1 m15(%%%2' 11(11(5%%2'(b) 6n the bedding of9oundary wall.1 m14(%%%2' !(4%%2'(c) 6n the bedding of #6 rising main 4.!m14(%%%2' 18(%%2'(d) 6n the floor of the pipe :unction #hamber 1.55m14(%%%2' 14(4%2'Tot#l - 9/.9/92:351. R.C.C.4 &M58: 6r#7e ;$ Mi+ Desii!< &@it( Mi+ o> 049 o> co#rse s#!7 or #s er m#!">#ct"rerAs ection of #" +loor 0evel (,ump Top)5.% m 1(5%%2' 18(%%%2'(d) 7n the platform near drain3.% m 1(5%%2' 1%(5%%2'(e) ;iping :unction chamber .% m 1(5%%2' 11(%%%2'Tot#l Rs.- 8/06/6::35!. MS 6r#ti!) -hite wash 2 cement based water proof paint (k) ?pproach "oad (l) +resh -ater ,upply (m);remise and Dnit lighting (n) ;lantation and other decoration 1 no.1 no.3 m8.5 m8 m =os.1 no. 1%% m15% m5% m3 m:ob:ob>ob1%(%%%2'1%(%%%2'(%%2'1(!%2'(%%%2'15(%%%2'1%(%%%2'%%2'1%2'4%2'1%%2'0.,.0.,.0.,.1%(%%%21%(%%%2'15(4%%2'13(1%%2'1!(%%%2'1%(%%%2'1%(%%%2'%(%%%2'1!(%%%2'1%(%%%2'1(%%%2'%(%%%2'4%(%%%2'1%(%%%2'Tot#l- Rs. 8/?:/9::351. CI Pii!ormers4 Thechargestobepaidby0B? forthe installation of transformer touppcl1 no. 1%(%%(%%%2'1%(%%(%%%2'18. Miscell#!eo"s Items4+irst ?id 9o*( ?ir 9lower( wallclock( telephone and anythingrequired ) maintenance of thepumping plants. :ob 0.,. 1%%(%%%2'GRAND TOTAL= Rs. 1,44,29,689(Rupees One crore fourtyfour lc t!enty n"ne t#ousn$ s"% #un$re$ e"ty n"ne only '