eng estimate.langer & thanger

8/17/2019 Eng Estimate.langer & Thanger

1/25

State Funded Project

Contract Package Name: Construction of 2 No. Overhead Tanks in Jammu East Thanger ! 2." #ac $a

Contract Package No.: Jammu )r*an + "'

,-## OF )/NT-T-ES

S. No. 0escri1tion )nit t.

- -- --- -3

,i%% No.: / ! Construction of O4Ts

1 Cum 12.00

2 Cum 135.00

3 Cum 335.00

4 Cum 300.00

5

(i) Cum 15.00

(ii) Cum 35.00

Dismantling cement concrete and disposal of dismantled material bymechanical transport including loading and unloading for all leads !lifts.

Dismantling 5.C.C. 6ork7 stac"ing of steel bars and disposal of

unser#iceable material by mechanical transport including loading andunloading for all leads ! lifts.

Earth6ork in all "inds of soil including soil containing ri#er ornallah bed boulders shingles etc. in e$ca#ation o#er areas infoundations of o#erhead tan"s including barricading timbering%here#er re&uired de%atering as re&uired dressing of sides and bedramming of bottoms getting out the e$ca#ated soil %ith stac"ing ofser#iceable materials and disposal of surplus e$ca#ated earthloading and unloading %ith all leads and lifts.

Fi%%ing a#ailable e$ca#ated selected earth e$cluding stone bouldersin foundation trenches plinth sides of foundations etc in layers note$ceeding 20 cm in depth' consolidating each deposited layer byramming and %atering for all leads and lifts.

ro#iding and laying in position at all le#els and %ith all leadsmachine mi$ed ! #ibrated 1%ain cement concrete of follo%inggrades e$cluding the cost of centering and shuttering.

rade 1'4'* (1 cement ' 4 coarse sand ' * graded crushed stoneaggregate 20 mm nominal si+e)

rade 1'2'4 (1 cement ' 2 coarse sand ' 4 graded crushed stoneaggregate 20 mm nominal si+e)


2/25

,

a) -ll %or"s upto ground le#el Cum 100.00

b) -ll %or"s upto 15 m height abo#e ground le#el Cum 120.00

Cum 220.00

Cum 0.00

/ *0.00

ro#iding laying and curing in position machine batched machinemi$ed and machine #ibrated design mi8 cement concrete ofspecified grade for reinforced cement concrete structural elementsincluding ynthetic fiber (olyester 12 mm ecron 3 ore&ui#alent) 0.25 by %eight of cement or in the ratio as specified

by the manufacturer6s specifications -dmi$tures in recommended proportions (as per 7 8103) and finishing complete but e$cluding thecost of centering shuttering and reinforcement.

9!" grade reinforced cement concrete.

c) -ll %or"s abo#e 15 m height from ground le#el upto 2 m heightabo#e ground le#el or part thereof

d) -ll %or"s abo#e 2 m height from ground le#el upto 38 m heightabo#e ground le#el or part thereof

ro#iding and fi$ing reinforcement for .C.C. %or" includingstraightening cutting bending placing in position and binding all

complete for all leads and le#els as per dra%ing and specification(ate to include cost of binding %ire) 4;S0 ,ars of grade S !


3/25

*

a) 9oundations : footings. &m 15.00

&m 2550.00

c) Cone %alls (any thic"ness) &m 415.00

&m 430.00

e) ;ottom ! op Domes &m 325.00

8 &m 10.00

10 / 500.00

11 / 20.00

12


4/25

15 &m 5.00

ro#iding and fi$ing 1mm thic" 9.S sheet door 6ith frame of40$40$,mm angle iron and 3mm /.. gusset plates at the >unctionsand corners all necessary fittings complete including applying a

priming coat of appro#ed steel primer. Cost includes 4 nos. ofholdfasts embeded in 1'2'4 cement concrete bloc"s.

@sing flats 30$,mm for diagonal braces and centralcross piece.(-rea of the steel door shutter to be measured)


5/25

1, &m ,5.00

1 &m 1*00.00

1* &m 00.00

18 &m 20.00

20 2000.00

21 / ,0.00

22 &m 200.00

22 / 0.00

Tota% of ,i%% No. / C+O to Summar(

9inishing %ith E1o8 1aint (t%o or more coats) on concrete %or" atall locations prepared and applied as per manufacturer6sspecifications including appropriate priming coat preparation ofsurface etc. complete.

=all painting %ith 1%astic emu%sion 1aint of appro#ed brand andmanufacture to gi#e an e#en shade t%o or more coats on ne% %or".

9inishing %alls %ith 1remium acr%ic smooth e$terior paint %ithsilicone additi#es and re&uired shade on ne% %or" (t%o or morecoats applied 1.43 liter : 10 &m o#er and including base coat of%ater proofing cement paint applied 2.20 "g : 10 &m.

9inishing %ith appro#ed Snthetic ename% 1aint (t%o or morecoats) at all locations prepared and applied as per manufacturer6sspecifications including +inc chromate priming coat preparation ofsurface etc. complete on steel surface as directed by the ?ngineer.

#etter 6riting %ith the paint of appro#ed brand ! shadeer letter perCm height

ro#iding and fi$ing $%ass Stri1s of si+e 40 mm %ide and 4 mmthic" in >oints of cement concrete floors as per directions of the?ngineer.

ro#iding and laying


6/25

,i%% No.: , ! Pi1e #aing

1 Cum 300.00

2

i) 100 mm dia / 100.00

ii) 150 mm dia / 100.00

iii) 200 mm dia / 200.00

i#) 250 mm dia / 100.00

#) 300 mm dia / 100.00

3 Btl 20.00

Earth6ork in all "inds of soil including soil containing ri#er ornallah bed boulders shingles etc. for e$ca#ating trenches of re&uired%idth for pipes of 100 mm dia and abo#e but not e$ceeding 300 mmdia including e$ca#ation for soc"ets barricading timbering%here#er re&uired de%atering as re&uired dressing of sides and bedramming of bottoms getting out the e$ca#ated soil %ith stac"ing ofser#iceable materials bac"filling %ith selected e$ca#ated materials

including compaction as per specifications and disposal of surpluse$ca#ated earth loading and unloading %ith all lead and lift.

ro#iding and aying : 9i$ing 0F centrifugally cast (spun) 0ucti%e-ron pipe of Class designation 8 conforming to 7 ' *328(internal cement mortar lining and e$ternal +inc ! bituminouscoatings) in Eertical direction : Fori+ontal Direction in open :co#ered %ith all lead and lift true to line and le#el including labourfor mechanical >oints and cost of >ointing material (bolts nutsgas"ets %ashers rubber insertion etc.) testing disinfection andcommissioning complete. (he coatings shall be factory made)

ro#iding and installing 0- s1ecia%s of class 12 suitable formechanica% jointing as per 7 ' 8523 (%ith e$ternal bitumen coatingand internal cement mortar lining) ate to include bolts nuts !gas"et.


7/25

4 i) 100 mm dia


8/25

2 Cum *.00

3 ?ach *.00

4 ?ach *.00

5 / *0.00

, / *0.00

/ 40.00

ro#iding ! laying cement concrete 1'3', %ith 20 mm nominalsi+e graded stone aggerete for foundation of oles etc.including form%or" as re&uired complete all as specified and as directed.

upply and fi$ing of street %ight *racket made of 7 ipe of lightgrade 40 mm dia 1.2 mtr long bent to shape as directed and fi$ed to

pole : %all including supply and fi$ing of / clamps nuts boltsand %ashers as re&uired duly painted %ith t%o coats of aluminum paint o#er a coat of red o$ide primer complete as directed.

upply and fi$ing of junction *o8 of si+e 30$30 cm and depth 15cm front openable hinge at the top of the bo$ and loc"ingarrangement at the bottom %eather proof outdoor type made of1.,mm thic" mild steel sheet comprising of 2 strip aluminium busbareach of 40$,mm 20 cm long mounted on insulators complete incl allthe fi$ing arrangements complete.

upply and 9i$ing of 2.5 &mm single core EC insulated andunsheated multistrand co11er conductor ca*%e 1100 #olts grade incl1.5 &mm EC insulated and unsheathed copper conductor cable asearth %ire dra%ing through inside of the steel pole from Gunction bo$to street light fitting of incl necessary suitable si+e of copper thimblesand necessary drill hole %or" in steel pole complete.

upply and laying H? insulated armoured hea#y duty 9)$ e%ectric ca*%e 6ith a%uminum conductor 1100 #olts grade intrenches floors across road crossing or fi$ed on poles %alls or

passing through pipe cross section area of cable of 10 s&mmincluding sand cushioning and laying of bric"s side by side for

protection of cable as appro#ed by the ?ngineer complete all asspecified and as directed.

upply ! fi$ing of $.-. ca*%e s%eeve of 25 mm dia. %ith all fittingsand fi$ed complete to %alls poles or laid in floors across roadcrossing for cable protection.


9/25

* ?ach *.00

8 unction bo$es for the follo%ing'

upplying and fi$ing of * =ay single pole sheet steel 9C,distri*ution *oard 240 #olts double door on surface: recesscomplete %ith tinned copper busbar.


10/25

13


11/25

,i%% No.: 0 ! Premises 0eve%o1ment

1 Construction of ;oundary =all (as per s"etch enclosed) / 200.00

2 / 0.50

Tota% of ,i%% No. 0 C+O to Summar(

ro#iding and fi$ing Stee% $ate as appro#ed by the ?ngineer


12/25

%on & #anger ! '." #ac $a%%on(

3 3-

1132.00 135*4.00

1,2.00 22520.00

4,3.00 155105.00

13*.00 41400.00

42**.00 ,4320.00

548.00 201215.00

)nit 5ate5s.(

Tota% /mount5s.(


13/25

441.00 44100.00

,81.00 822820.00

844.00 14,*0.00

*18.00 5380.00

,8000.00 5520000.00


14/25

28.00 4**25.00

500.00 125000.00

,00.00 248000.00

54,.00 234*0.00

1345.00 43125.00

11,5.00 11,50.00

10*54.00 542000.00

3408.00 ,*1*0.00

2*5.00 514.00

11250.00 22500.00

2143.00 322085.00


15/25

3,30.00 1*150.00


16/25

130.00 *50.00

108.00 18,200.00

138.00 8300.00

14.00 2840.00

0.0 1400.00

,.00 4020.00

54.00 10*00.00

1431.00 10010.00

'A


17/25

4,3.00 13*800.00

2305.00 230500.00

343,.00 343,00.00

4315.00 *,3000.00

50*.00 50*00.00

058.00 05800.00

18143.00 3*2*,0.00


18/25

53*2.00 10,4.00

,*32.00 ,*32.00

14*.00 2854.00

2182*.00 2182*.00

2,8*2.00 538,4.00

352252.00 04504.00

53,03,.00 10202.00

1*3.00 220524.00


19/25

5432.00 4345,.00

,18.00 4852.00

1108.00 **2.00

8,.00 ,*0.00

4*.00 3*240.00

330.00 13200.00


20/25

5**.00 404.00

*54,.00 ,*3,*.00

4,.00 4,0.00

4,.00 28*4.00

3402.00 ,*04.00

*3,.00 501,.00

13*5.00 5540.00


21/25

3*35.00 30,*0.00

,04.00 120*.00

13154.00 2,30*.00

25*.00 154*0.00

1,223.00 ,4*82.00

*3*3.00 1,,,.00

25.00 2000.00


22/25

*112.00 1,22400.00

*1000.00 40500.00

'@@2B"".""


23/25

Contract Package No.: Jammu

S. NO. ,-## NO.

1 ;ill


24/25

State Funded Project

r*an + "'

S)99/5; S4EET OF ,-## OF )/NT-T-ES

0ESC5-PT-ON

Construction of IFs

ipe aying

?lectrical =or"s

remises De#elopment

Tota% of ,i%% Nos. / ! 0

IE77I


25/25

1*581128.00

5355802.00

51*,10.00

1,,2800.00

2@'2A

eng estimate.langer & thanger

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