18_ewe other than pipelaying works 2010-11

8/12/2019 18_EWE Other Than Pipelaying Works 2010-11

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Earth work excavation other than pipe laying works and wells

Schedule

ItemNo.

Description Unit Rate inRupees

Earthwork excavating and depositing on bank withan initial lead of 10 meters and initial lift of 2metres in

1. Sand, silt other loose soil, wet sand or silt not underwater, light black cotton soil sandy loam andordinary soil including excavated earth SS 20

!u.m 2".20

2. Sand, silt or other loose soil, wet sand or silt notunder water, light black cotton soil sandy loam andordinary soil including excavated earth SS 20 #

!u.m 21.10

". Slush and silt under water upto 0.$% metre depth

re&uiring the aid of baskets and vessels SS 20 #

!u.m 2'.(0

(. )rimming the bed and side slopes of the bank in allsoils except hard rock upto a thickness of $.% cmand making it ready to receive the concrete.

!u.m %.(%

(. a. $.%0 cm to 1%cm thick !u.m '.'%

%. Sectioning during forming bunds when earthmoving machineries, lorries and rollers are used forconsolidation.

!u.m (.10

'. *ard stiff clay, stiff black cotton, hard red earth,shales, murram, gravel, stoney earth and earthmixed with small si+e boulders SS 20

!u.m "".'%

$. *ard stiff clay, stiff black cotton, hard red earth,shales, murram, gravel, stoney earth and earthmixed with small si+e boulders SS 20#

!u.m "1.'0

. Soft disintegrated rock, laterite, soft rock or kankar,not re&uiring blasting

!u.m ($.00

-. n loose boulders in excavation of various si+es1%0mm to '2%mm

!u.m $(.(0

10. /edium rock and dense medium rock not re&uiring

blasting

!u.m 2.0

11. Extra for every additional 10 meters lead or partthereof over the initial lead

!u.m (.00

12. Extra for every additional 1 meters lift or partthereof over the initial lift

!u.m ".2%

1". #reaking clods, consolidating and sectioning !u.m 2.00

1(. #reaking clods, consolidating and sectioning theearth scooped by bull do+ers

!u.m '.0%

1%. dd relevant )SS o.20, rates for new tank

bunds and closing breaches for extra watering andconsolidation.

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Schedule

ItemNo.


a #y hand roller !u.m '.'%

b #y power roller including hire charges !u.m 11.10

1'. #enching old embankment slopes (%cm x (%cm !u.m 1.(0

1$. 3uddle wall work !u.m %2.'0

1. )urfing in slopes including watering and fixing withinitial lead upto %0m.

!u.m 11.10

1-a 4efilling with excavated sand complying withstandard specification for filing in foundation andbasement

!u.m -.-0

b 4efilling with excavated soil 5other than sand

complying with the standard specification for filingin foundation and basement

!u.m 11.10

)he following foot note is applicable for the classifications of soils come under 67uarrying and blasting6 and 6Earth 8ork6

ote9a Standard specification o.20: re&uires breaking clods, ramming and

sectioning of spoil bank for which separate rate will not be paid.

b Standard specification o.20;# does not re&uire breaking clods, rammingand sectioning but re&uires neat banking in accordance with the standardspecifications.

c ouble the relevant rate for standard specification o.20:# will apply toexcavation in all the soils and rock classification given above for foundationof buildings, piers, wings and returns of bridges, culverts, sluices, regulatorsand cross masonry works, retaining walls, toe walls, cut:off walls and bodywalls of anicuts weirs, retaining walls of cause ways, road dam, pits foravenue trees, and pits for poles and towards and catch water pits and pipelaying works trenches for water supply and sewerage works.

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d n extra %0 percent over the rates for ordinary excavation in all the soilsand rock classification given above shall be allowed for drains, channels,contour trenches and canals having bed width 1.2% m and below. )he extrapercentage is applicable any for depth up to 2.00m the depth beingmeasured from the bottom of excavation.

e n extra 2% percent over the rates for ordinary excavation in all the soilsand rock classification given shall be allowed for drains, channels andcanals having bed width 1.2%m to 2.00m. )he extra percentage isapplicable only for depth up to 2.0m the depth being measured from thebottom of excavation.

f )hese rates for earth work do not include baling charge. )he baling chargesare to be paid as per actual in case baling is done departmentally or atactual plus 10 percent extra in case baling is done by other agencies.*owever for estimate purpose baling charges are to be provided at 10

percent of the rates of respective items of excavation in all soils includingmedium rock and dense medium rock and at % percent of the rates forexcavation in hard rock.

g ouble the relevant rate for standard specification o.20# for excavation inall soils and rock classification given above shall be allowed for circulartrenches for soil and moisture conservation having bed width of 0.2%m andbelow with side slope of 1;291 and not less than 0.$% m in depth.

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OEN !E"" E#$%&%'ION

Schedule Item

No.


1. Earth work open well excavation, complyingwith relevant clauses of )...S.S. wellsinking and with lead up to 10 metres insand, silt or other loose soil, wet sand or siltnot under water, light black cotton soil, sandyloam and ordinary soil.


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-. Sinking well in hard stiff clay, light blackcotton soil, hard red earth, shales, murram,gravel, stoney earth, and earth mixed withsmall si+e boulders and hard gravelly soilincluding bailing or pumping charges if

necessary etc., complete >


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1. Earth work in all soils except hard rock re&uiringblasting and conveying for formation of bund with leadof 0 to 100 metre deploying earth moving machineriesand tippers including benching, formation of bunds,breaking clods, sectioning etc., complete.

!u.m "(.1%

1.a. Earth work in all soils except hard rock re&uiringblasting and conveying for formation of bund with anextra lead of every 100 metre or part thereof deployingearth moving machineries and tippers includingbenching, formation of bunds, breaking clods,sectioning etc., complete.

!u.m 2.0

2. Earth work deploying earth moving machineries fordesilting channel and forming bund on either side anddepositing the earth on banks including @ungleclearance etc., complete.

!u.m

a. *aving width up to " m !u.m 20.02

b. *aving width up to " m > 10 m !u.m 2(.'0

" Earth work excavation deploying earth movingmachineries for desilting channel having a width ofmore than 10 m and forming bund on either side anddepositing the earth on banks including @ungleclearance etc., complete.

!u.m 2.$%

vi. "i/t charges 0 concrete 0 1rick or stone masonrya1ove or 1elow ground level

Note2 )he rate for lime concrete, cement concrete,reinforced cement concrete, brick work andstone masonry worked out as per Standardata will apply to basement and foundationup to a depth of 1.%0 m below ground levelonly 5basic rate

a1.

Statement I$oncrete a1ove ground level

dd to the basic rate for works up to (.%0m height inground floor 5height to be reckoned from floor level i.e.

plinth level in ground level

!u.m "".'%

2. dd for works in every upper floor over the rate ofpreceding floor

!u.m '$.1%

". +rick or stone masonry a1ove ground level

i. dd to the above basic rate for works up to (.%0mheight in ground floor 5height to be reckoned from floorlevel i.e. plinth level in ground level

!u.m 22."0

ii. dd for works in every upper floor over the rate of

preceding floor

!u.m ((.$%

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Note2 i3


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'. (or concrete mix

a. E&ual mixes 5i.e. %0 percent mortar mixes only should beadopted for plain concrete for foundation, flooring and 4!!oncrete for roofs, lintels, etc. wherever cement is used withhard broken stones or brick @elly.

b. (0 percent or %0 percent mortar mixer may be adopted wherelime concrete with brick aggregate is used according to thecondition at site.

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ScheduleItem No.


1.

$ON$RE'E &I+R%'ORS

8here vibrators are specified for consolidation in plain!ement concrete, this rate per cu.m over and above theprovision made in the standard data book forconsolidation with manual labour may be allowed.

!u.m 1-.-0

2. 8here vibrators are specified for consolidation in 4!!this rate per cu. m over and above the provision madein the standard data book for consolidation with manuallabour may be allowed.

!u.m 2'.'0

Sca//olding centering etc.

1. Scaffolding charges for plastering for repair works only

(m to 'm above ground level

1m2 )o be

deleted

2. Scaffolding charges for plastering for repair works only'm to 10m above ground level

1m2 )o bedeleted

". Scaffolding charges for plastering for repair works onlyover 10m above ground level

1m2 )o bedeleted

(. Scaffolding charges for white or colour washing, forrepair works only. (m to ' m above ground level

1m2 )o bedeleted

%. Scaffolding charges for white or colour washing forrepair works only. 'm to 10m above ground level

1m2 )o bedeleted

'. Scaffolding charges for white or colour washing, forrepair works only. =ver 10m above ground level

1m2 )o bedeleted

Scaffolding charges for painting for repair works only(m to 'm above ground level

1m2 )o bedeleted

. Scaffolding charges for painting for repair works only'm to 10m above ground level

1m2 )o bedeleted

-. Scaffolding charges for painting for repair works onlyover 10m above ground level

1m2 )o bedeleted

lastering

1. !lean removal of lime plaster from walls and rackingout @oints 20mm deep or from terraced roofs racking out@oints 12mm deep

s&.m 2.0

2. !lean removal of lime plaster from walls s&.m 2.20

". !lean removal of cement plaster from walls s&.m 2."%

(. !lean removal of cement plaster from walls and rackingout @oints 20mm deep

s&.m ".00

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!hite washing and colour washing and distemperinga. !hite washing

ScheduleItem No.


1. )horough scrapping of old plastered surface s&.m 1."%

2. 8ashing of plastered surface with soap, soda andwater 5or with soda, lime, brush and water

s&.m

1.'%

ainting5 wood oiling5 tarring5 varnishing 1ee6s waxing etc

1. 4emoving old paints from doors and windows by blow

lamp and scrapping, including removal and refitting ofshutters

s&.m

-.-0

2. 4emoving old paints from doors and windows byscrapping and refitting of shutters

s&.m (.2%

". 4emoving paints from doors, windows and wood workby manual labour

s&.m 2.-0

(. 4emoving old paint from structural steel by blow lampor sand paper

s&.m'.0%

%. 4e:polishing the mosaic flooring including polishingstone and hire charges for polishing machine butexcluding cost of electrical charges.

s&.m %.%

'. Scrapping and removing old paint from structural steelby manual labour

s&.m 2.$0

$. 4emoving old paint from iron surface with sand paper s&.m 2.'0

Schedule

Item No.

Description Unit Rates 7Rs.3

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iscellaneous

i. Supplying B filling up the empty cement gunny bag withsand, stitching them conveying the same to site > andstacking as directed with in a lead of 10m excluding

cost of bags, @ute, thread, needle, sand etc. 5labouronly bag

2.'0

ii. riving piles upto 1% cm dia in river bed 4/ $.0

iii. 3ointing the edge and driving bamboo; casuarinas;eucalyptus piles into river bed for the first 1m depthbelow ground level

Each '.'%

iv. riving bamboo; !asuarinas; Eucalyptus piles intoground beyond 1m depth from ground level.


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fixing furniture fittings, complying with standarddrawings and standard specifications

'. Dabour for wrought and put up in position of shuttersfor ledged and braced and planked doors includinglabour charges for fixing furniture fittings complying withstandard drawings and standard specifications

s&.m

22-.-0

$. Dabour for wrought and put up in position of shutters forgla+ed windows including labour charges for fixingfurniture fittings, complying with standard drawings andstandard specifications

s&.m

(0%."%

. Dabour for wrought and put up in position of shutters forwindows panelled including labour charges for fixingfurniture fittings, complying with standard drawings andstandard specifications

s&.m ("%.'0

-. Dabour for wrought and put up in position of shutters forwindows, ledged braced and planked doors includinglabour charges for fixing furniture fittings, complyingwith standard drawings and standard specifications

s&.m

22-.-0

10. Dabour for wrought and put up in position frames,shutters for ventilators gla+ed fixed double frames andwith wire netting complete fixed in position inaccordance with standard specifications and drawing

s&.m "'".00

11. Dabour for wrought and put up in position framesshutters for swing ventilators and fixed in position inaccordance with standard specifications and drawings

s&.m "".0

12. Dabour charges for fixing doors along with frames inposition etc. complete5finished work

s&.m '%."0

1". Dabour charges for fixing windows and ventilators alongwith frames in position etc. complete

s&.m 2.2%

1(. Dabour wrought and put up in position flush shutters forsingle leaf shutters.

s&.m '0.%0

1%. ouble leaf shutters s&.m -(."%

1'. Dabour for wrought and put up in position fly proof wiregauge shutters for doors and windows and ventilators

s&.m 21$.0

1$. Dabour for wrought and put up for providing teak woodweld mesh screen with frames "6x"6 50.0$%mx0.0$%m

s&.m "02.%0

ScheduleItem No.


+reaking metals

i. Dabour charges for breaking (0mm metal fromdepartmental blasted stones

!u.m11'.1%

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ii. Dabour charges for breaking 20mm metal fromdepartmental blasted stones

!u.m 1$".00

iii. Dabour charges for breaking %0mm metal fromdepartmental blasted stones

!u.m '.-%

$ement ortar

i. Arinding /ortar 5Special Arinding lime !u.m 10%.2%

ii. Arinding /ortar 5=rdinary Arinding lime !u.m $-.%

iii. /ixing /ortar > !ement by manual !u.m "2.'%

iv. /ixing /ortar: !ement by /achine /ixing !u.m (".(%

etal 8 Iron works

i. 3etty ironwork for truss, straps etc. 58rought Bfixedlabour only

Cg 1%.$0

ii. ron works for trusses B record racks 5labouronly

kg 1(.%0

iii. Supplying B fixing mild steel grills for windows,ventilators, etc., including priming coat.

Cg %0.0

iv.

18_ewe other than pipelaying works 2010-11

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