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t

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+;)qi.t gr{t fhia fll,rr qftqa qq r,rrrl-qrrrq w Hn er< Ettrro qflql q.i-oo cr.1t}.} I

The Maximurn lead to be considered as per T.E.C Norms is as follows:-

1. Iror (loarsc sancl, SIorrc mctaI, Stone Chips, N{oorum, Stone bor-rlder, llitumen etc, rs per

actual icacl ri.ili-r pror,ision of kucha lcad as per requirement of stte condition.

.,\s ircr clitcction of llngincer in Chicf, f'echnical examination ccll, Patna

viclc his lcrtcr no.. 19/86 20 dt. 04.11.86 the wood and sal ballah s}rould bc purcl'rascd

from thc loresl clcpartrnent. It car-r bc putchased from the market only after getting a

non-ar.ailabiLiq,' ccr:til1cate from thc fore st depattment or if the market latc is che apcr.

Vidc'i'.Il.C lctter No.- 283 dt.- 11.02.84 gcnerally in finished rate cortract,

thc cariagc of brick, stonc boulclct, metal, chips anci othcr consttuction matcrials should

be donc bv the saflrc ap;crncy in spccial case if the purchase of the se materials at clump sitc

is rvartanlcd fiom othcr agcncies, it should be done only aftet obtaining a r,vritten

a;rproval of the Chicf irnginccl.

\/idc'l'.li.C letto: no. 24B (Anu) dt.- 29.02.1,99(r volume of onc bag of

cenfcnt is takcn eclual to 0.034n-r3

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fuqrr d sil$Ifr-d e< a) funo o1.ot.2o1a t qln-fib-q'trrru t

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I

S.N Name of Material Unit Weight in Kg

I Bitumen Per cum 1040

2 Coal Per cum BB0-1 1 20

3. Graphite Per cum 2160

4. Kerosene Per cum 820

5. Earth Dry Loose Per cum 1280

6 Earth Dry compact 1 550

7 Gravel Loose 1 600

8. Sand dry clean 1540-'1600

I Diesal oil 960

10. Honey 1440

11. Milk 1025

12. Petrol 690

13. Water '1000

14. Copper cast 8790*8940

'15. Gold cast 19250-'19330

16. lron prg 7200

17. Lead cast 11340

'18. Mercury 1 3600

19. Silver casl 10400-'10490

20. Steel cast 7850

21. Brick common burnt claY Bricks 1600-'1920

22. Cement ordinary 1440

23 Cement concrete with stone lead cas 2240

24. R C.C ( 1% steel )2370

25. R C.C (2% steel )2420

26. R.C.C (5% steel ) 2580

a-7 Mortar 1920

28. Lime 1280-1440

Unit weight of Materials

.vLD

Chart for consumption of Materials in cement concrete work, Brick work, Random

Masonry and Plaster work

S.N ltem of works Unit Cementin cum

Sandin cum

Stone aggregatesin cum

Bricksin cum

Stoneboulder

1. P.C.C. (1:4.8) cum 0.120 0.48 0.96

2. cum 0.1 56 0.47 0.94

J. CUM 4.225 0.45 090

4. P.C.C./R.C.C (1.1 %'.3) cum 0.286 0.43 0.86

5. Brick work (1.3) cum 0.'l 00 0.30 406

6. Brick work (1.4) CUM 0.080 0.32 406

7 . Brick work ('1:6) cum 0.057 0.34 406

B. Brick work (1:B) cum 0.044 0.36 406

9. Random stone masonrY(1 3)

cum 0.125 0.375 1.00

10. Random stone masonrY(1 4)

cLlm 0.1 00 0.40'1 00

11 " Random stone masonrY(1:6)

CUM 0.07'1 0.43 1.00

12 12 c p. (1:3) sqm 0.045 0.014

13. 12mm c.p. (1:4) sqm 0.0036 0.0146

14. 12mm c.p. (1.6) sqnr 0.0026 0.0'156

15. 12mm c.p. (1 :B) sqm 0.002 0 017

16. Cement rulled Pointtng(1:3)

sqnr 0.00'15 0.0045

17. Cement flush Pointing(1:3)

sqm 0.00'15 0.0045

18. Cement tuck Pointingon stone masonrY

sqm 0.0034 0.010

19. '1 .Smrn neat cementpun n tng

sqm 0.0015

20. Bricks on edge soling 10 sqr 0.30 540

21. Brick flat soling 10 sqn 0.15 14tr

,ff

LI

Most s Pecification Table

Table 400-7 Grading Requirements Of Course Aggregates

Table 400-8 Grading For Screening

Grading no Size range lS Sieve

Designation

Percent by weight

Passing lS Sieve

J.

90 mm to 45 mm

63 mm to 45 mm

53mmto224mm

125 mm

90 mm

63 mm

45 mm

22.4 mm

90 mm

63 mm

53 mm

45 mm

22.4 mm

63 mm

53 mm

45 mm

224mm11.2 mm

100

90-1 00

25-600-1 5'

0-5

'100

90-1 00

25-75

0-1 5

0-5

100

95-'100

65-90

0-1 0

n_6

Grading

Classification

Size ofScreening

IS Sieve

Designation

Percent by weight

Passing lS Sieve

A 13.2 mm

1'1 2 mm

13.2 mm

11.2 mm

5.6 mm'180 micron

11.2 mm

5.6 mm

180 micron

100

95-1 00

15-35

0-1 0

100

90-1 00

15-35

)u{)/

Table 500-4 Composition of Bitumen Macadam

Table 500-7 Grading Requirement for course and key Aggregates for built-up spray grout

Sieve Designation Grading I

40 mm

B0-100 mm

Grading ll

19 mm

50-75 mm

Cumulative % by weight of total aggregates passlng

45 mm

37.5 mm

26.5 mm

19 mm

13.2 mm

4.75 mm

2.36 mm

0.3 mm

0.075 mm

100

90-'100

75-100

35-61

13-22

4-19

2-10

0-B

100

90-1 00

56-BB

to-Jo

4-19

2-10

0-B

Bitumen content, % by weight

of total mixture

3.1-3.4 3.3-3.5

Bitumen grade 35 to 90 35 to 90

lS Sieve

Designation

Cumulative percent by weight of total aggregate passing

(mm)

53.0

26.5

22.4

13.2

5.6

2.8

Coarse Aggregate Key Aggregates

100

40-75

0-20

0-5

100

40-75

0-20

0-5

tft9

Table 500-15 Composition of Semi Dense Bituminous Concrete Pavement Layers

Grading 1 2

Normal aggregates size '13 mm 10 mm

Layer Thickness 35-40 mm i 25-30 mm

lS Sieve(mm Cumulative % by weight of total aggregate passing

45

37.5

26.5

.1 ()

13.2

9.5

4.75

2.36

1 .18

0.6

0.3

0.15

0.075

'100

90-1 00

70-90

35-51

24-39

15-30

9-1 ITJ

J-O

100

90-1 00

1E E4

24-39

'15-30

9-'19

J-O

Bitumen content % by mass

of total mix Min 4.5 Min 5.0

Bitumen grade(pen) 65* 65*

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1 2 3 4

1 Boulder, Gravel, Shingle 63.00 105.00

2Boulder, Gravel, Shingle which isused for making chips 63.00 105.00

3Orciinary sand used forconstruction purpose 32.00 40.00

4Brick earth (equivalent to 400standard bricks) 24.00 30.00

-vTT(C{rs {qe (stqlLTrwT) rIb-qN, 30 3r}aT, 2015

1 2 3 4

5Ordirrary CIay - Clay used formanufacturlrrg of Raniganj tiles andcommercial use

24.00 30.00

6

Lime shale, Kankar and limestoneused in kilns for manufacturing oflirne used as building material andlime shell used for manufacture ofbottoms.

53.00 70.00

7 lt4orrum 24.00 30"00

ooChalcedony pebbles used for ballmill purposes only.

50.00 65 00

o

Quarlzite and sandstone when usedfor purposes of building or fornraking road metal and householdruteirs ils.

60.00 75 00

10 Reh Matti '18.00 25.00

11 Salipetre 20.00 25 00

12Slate and Shale when used forbuilding material 50.00 65.00

13 Fullers eafth 80.00 100 00

14Stone used for making householdutensils including grinding stone 25.00 35.00

15Stone sets and stone bricks ( perhLrndred)

50.00 65.00

16Sione dust 10o/o of sale price 12% of sale price

17Granite (lncase of use forDecorating stone)

a. Block more than 60 c.m 700.00 875.00

b. Block less than 60 c.m 350.00 44A.00

18

I'larble :

(a) Block less than 60 c.m 410.00 515 00

(b) Block more than 60 c.m 530.00 665.00

(c) Boulder and Chips 235.00 295.00(d) Dust 175.00 224.00

19All other minor mine rals not hereirr before specified.

10% of salead-volorem

pflce onbasis

12oh of sale price onad-volorem basis

y{t8

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SL. Categoriesof area

Areas included incategories as shown

in column (2)

Fixed No. ofbricks

(equivalentbricks earth

perklin situatedin area shown in

column (3)

Previous rate Revised rate

1aZ J 4 5 6

1Bricks

manufactured bymechanized kiln

setup

20 LakhRs.

1,20,000.00Rs.

1,50,000.00

2 IIUrban areas ofJamslredpur,

Ranchi, Dhanbad,Bokaro

10 LakhRs.

60,000.00Rs.

75,000 00

J lll Other Urban area 8 LakhRs.

47,000.00Rs.

60,000.00

4 IV Rural area 6 LakhRs.

35,000.00Rs.

45,000.00

5 VBengla Bhatta forCommercial use

1 Lakh

o VIFor additional one

lakh bricksRs.

6,000 00Rs.

7,500 00

rrff4-'-

CHAPTER 1

APPROVED BASIC RATES OF CONSTRUCTION MATERIALS FOR PERPARATION OF SECHEDULE

oF RATES ONLy, (MATER|AL SHOULD CONFORM TO RELEVENT B.l.S. SPECIFICATION). THE

RATES ARE tNCLUS|VE OF ROYALTY BUT EXCLUSIVE OF GsT, CONTRACTOR'S PROFIT AND

OVERHEAD CHARGES.

FOR THE YEAR 2018-19

Sl. No. Description of Materials Unit Approved Rates

2018 without GST

(in Rs.)

Remarks

1 2 3 4 5

t Orinary Portland Cement - Without GSTPer Bag of50 kg As

nar l(l 2s0.00

2 White Cement Without GSTPer Bag of

50 ks 71.8.78

3lron and steel material (SAIL/TISCON)Ex-

Bokaro rates exclusive GST

(a) Plate size in mm as per l.S. 226

i) 5 x 1250 Per M.T. 53781.08

(ii) 6&7x1500 -do- 56552.r4

(iii) B&10x1500 -do- 56552.L4

{iv) 12 -do- s8984.50

(v) Over 12 uoto 20 -do- s8984.50

(vi) Over 20 uoto 40 -do- s9s92.59

(vii) Over 40 upto 45 -do- 59592.59

(viii) Over 45 upto 63 -do- 60808.76

(ix) Cheouired Plates 5 to 10 -do-

(b)Angles size in mm as per !,S, 1!9i) 50x50x6 /B/10 (Gr.A) Per M.T. 50502.51

(ii) 65 x 65 x 6 / B I 10 (Gr. A) -do- 4931.8.74

(iii) 7s x75x6 /B 110 (Gr. A) -do- 4931,8.74

(iv) 90x 90x 6 I S / 12 (Gr. A) -do- 4931,8.7 4

(v) 100 x 1l-0 xBll"ol 12 (Gr. A) -do- 41366.52

(vi) 130 x 130 x 1"0/L2 (Gr. a) -do- 47366.52

(vii) 150 x 150 x 1.2 / L6/20 (Gr. A) -do- 45217.1,9

(viii) 200x2 00xt0 / t2 (G r,A) -do- 53463.s1

(c) Joist size in mm a per !.S. 225

i) 250x125 (Gr. A) Per MT 50464.80

ii) 300x140 (Gr. A) -do- 50464.80

-L4-

Z-D

Sl. No. Description of Materials Unit Approved Rates

2018 without GST

(in Rs.)

Remarks

1 2 3 4 5

iii) 350x140(Gr. A) Per MT s2032.66(iv) 175x85 (Gr. A) -do-(v) 200x100 (Gr. A) -do- s2229.95

(vi) 400 x 1,40 (Gr. A) -do- 53329.41

(vii) 450 x 1-50 (Gr. A) -do- s4626.1,6

(viii) 500 x 1"80 (Gr. A) -do- 57218.50(ix) 600 x21,0 (Gr. A) -do- 61,1,07.60

(d) Channel size in mm 1.5.227

i) 75 x 40 (Gr. A) Per MT ss273.38

ii) 100 x 50 (Gr. A) -do- 54626.16(iii) 125 x 65 (Gr. A) -do- 51855.00

(iv) 150 x 75 (Gr. A) -do- 5L841..1.4

(v) 200 x 75 (Gr. A) -do- 51.841..14

(vi) 250 x 82 (Gr. A) -do- 50464.80(vii) 300 x 90 (Gr. A) -do- s0464.80(viii) 400 x 100 (Gr. A) -do- 50464.80(ix) Tele Channel 44 x32 -do-(e) G.l" Sheet thickness in mm as per l.S. 227

i) 0.80 Per MT 65624.45

ii) 0.53 -do- 65624.45

iii) 0.50 -do- 65624.45

(iv) 0.40 -do- 65624.45

(v) 0.35 -do- 65624.45

(f) G.C.l. Sheet thickness in mm conforming

lo 1.5.227i) 0.80 Per MT 6431.1.96

ii) 0.63 -do- 6431.1.96

iii) 0.50 -do- 68249.43

(iv) 0.a0 -do- 66936.93

(v) 0.35 -do- 66936.93

(g) Round bars conforming to l.S. 432

diameterin mm (1.S.2062 Gr. A)

i) 6mm Per MT 39545.98

ii) Bmm -do- 39545.98

ufl

(

DescriPtion of Materials

steel dia in mm (T.M'T') Fe 500 Ex SAIL

FactorY Bokarq eNcludinB GST

Unit Approved Rates

2018 without GST

(in Rs.)

RemarksSl. l\o.

3 4 5

1

(i)6 mm(ii) B mm(iii) 10 mm(iv) 1"2 mm(v) 16 mrn/..:\ 1n g ltr

Per MT 4731.4.00

-do- 4731.4.00

-do- 4s592.00

-do- 4s592.00

-do- 45592.00

vii) 28mm&3214t-i) Z - Sectiont,

ij 2ommx20mmx12mmx3mmIi) T - Section 16 mm x 20 mm 3 mm

tr: -.-- ^f ^ll -i-^c

-do- 45592.00

Per MT 61797.1.3

-do- 61680.75

-do- 62844.53llllJ lvlulllulll ur qrI Jr4uJ

(A)Brick l(iln burnt of size (i) 9 3/4" x43f 4" x

2314" (248 mm xtZJ- mm x 70 mm) at Kiln

site inclusive of all taxes, cess and royalty'

Per

Thousand

Nos.4

-do- 5035.00(a) 75A Brick

(a) 758 Brick

111 rfy ntf't Lime 8r'icks (FALG) Brick

conforming to lS - tz}g4-tggO (9" x 4'5" x 3")

4843.00

-do-5086.71R"Lq,9)

rrl n.irL +iloc l?fiflmm x L5O mmx 5U mm,\-f -.'- '

(D) Picket Jhama BrickrL^*^ l,l*^:/motal

3387.52

m3 z98.14

Bangla Bhattas Brick of Size 9 3f 4" x4314" x

2g14" (248 mm xt21 mm x 70 mm)inclusive

of all roYaltY but Exclusive of GST

(A) (1) 7s B

(2) Jhama Bricl<s

5

-do- 31.37.71

-do- 2263.35

r-{r

Sl. No. Description of Materials Unit Approved Rates

2018 without GST

(in Rs.)

Remarl<s

t 2 3 4 5

Note :- ln areas where bricks manufacture

are of less size, the rate may be derived by

reducing the rate in item ( & 5) in

proportion of the bricks rounding to nearest

Rs. 5.006 Stone Bricks of Size

(i) 250 mm x 125 mm x 100 mmPer Thousand

Nos. 3Lt0.40

ii) 250 mm x 1"25 mm x 125 mm -do- 321,4.08

7 Bricks Bats at Kiln site 721..L5

B

(i) Stone Boulder for pitching worl<s etc" at

site washed and screened size 225 mm toquarry 300 mm and weight 40 kg to 54.40 kg

inclusive of rovaltv but exclusive of GST

Per M3

361.60

(ii) Rough dressed stone boulder for masonry

works.Per M3

537.20

9

Stone Metal at quarry site inclusive ofroyalty Exclusive of GST confirming toM.O.S.T. table no 400-7

i) Gr. I 90 mm to 45 mm) Ppr N.43 472.70

ii) Gr (63 mm to 45 mm) -do- 534.40

ilil Gr I (53 mm to 22.4 mm) -do- 552.10

iv) Gr V (37 mm to 20 mm) -do- 80s.10

1"0(a) Stone chips at quarry site by crusher with

inclusive royalty but excluding of GST

(i) B mm to 10 mrn (Graded) Prrr N./13 688.00

(ii) 10 mrn to 20 mm (Graded) -do- 1041,.40

(iii) 6 rnm (Ungraded) -do- 490.30

t1Stone Materials at quarry site by crusher

incluslve royalty but exclusive of GST as per

M.O.S.T" inclusive of table no 500-25

(i) 25.50 size (passing through 45 mm and on

)) 4 mm\ retainedPer M3

708.10

4-N-/-9

Sl. l\lo. Description of Materials Unit Approved Rates

2018 without GST

(in Rs.)

Remarks

L 2 3 4 5

(ii\ 22.40 mm size (passing through 26.5 mm

retained on l-3.2 mm)Per M3

879.90

(ili) 13.20 mm size (passing through 13.2 mm

and retained on L1.2 mm)-do-

879.00

(iv) 11.20 mm size (passing through l-3.2 mm

retained on 6.7 mm) coarse aggregate forand wearins coat

-do-

627.80

(v) 6.7 mm size (passing through 11.2 mm

and retained on 7.8 mm) chios.Per M3

688.00

(vi) Fine aggregates,stone dust -do- 240.40

t2Stone metal at quarry site inclusive royalty

but exclusive GST as per M.O.S.T

classification taxes. cess table no. 500-25(a) (i) Stone metal confirming to M.O.S.T for

BSG coarse aggregate (sieve designa- tion

tables 500-7 53 mm to 2,8 mm)

Per M36L9.90

(ii) Stone metal f or 75 mm BM to confirm

table 500-4 of M.O.S.T. (Sieve designation 45

mm to 19 mm)

(iii)Stone metal for 50 mm B.M. to confirm

table 500-4 of M.O.S.T (sieve designation

26.5 mm to L9mm)

708.10

83s.60

(iv) Screening type-A (13.2 mm)to confirm

M.O.S. T Table 400-8-do-

738.30

(v) Screening type-B (11.2 mnr) to confirm

M.O.S.T table 400-B-do-

(vi) Key aggreagate for BSG to cofirm M.O.S.T

table 500-7 (sieve designation 22.4 mmlo2.8 mrn)

-do-173.40

(b) Stone aggregate for 75 mm compacted

bituminous penetrated macadam conforming

to M.O.S.T. thicl< table 500-5 & (sieve

Cesienation 63 mnr to2.Bmm)

Per M3

699.80

**-

)v/+

Sl. l\io. Description of Materials Unit Approved Rates

2018 without GST

(in Rs.)

Remarks

L 2 3 4 5

(c) Stone aggreagate for 50 mm compacted

bituminous penetrated macadam confirming

to M.O" thick S.T. table 500-5 (Sieve

designation 45 mm to 2.8 mm)

Per M3

622.60

(d) l<ey aggregate for BPM 75 mm thick

confirrning to MOST table 500-5 (sieve

desienatron 22.4 mm to2.B mm)

Per M3

(e) Stone aggregate for dense bituminous to[/.O.S.T. table 500-9 (sieve designation 22.4

mm to 2.8 mm)

Per M3

(f) l(ey aggregate for BPM 50 mm thick

confirmirrg M.O.5.T table 500-5 (sieve

desisnation 22.4 mm to 2.8 mm)

Per M3

(g) (i) Stone aggregate for semidenes

bituminous to M.O.S.T table 500-20 (sieve

desisnation t1..2 mm to 90 mm)

Per M3

(ii) Stone aggregate for semidenes

bituminous concrete grade - ll confirming toM.O"S.T table 500-20 (sieve designation L3.2

mm to 90 mm)

-do-

(iii) Stone aggregate for semidenes

bituminous concrete grade-3 confirming toM.O.S.T table 500-20 (sieve designation 1-3.2

mm to 90 mm)

-do-

(iv) Stone aggregate for mixed seal type-B

surfacing confirming to M.O.S.T table 500-1-9

(Sieve designation 1"1.2 mm to 90 mm)

-do-

(h) Stone aggregate for bituminous concrete

confirmirrg to M.O.S.T table 500-23 (Sieve

desisrration L9 mrn to 75 mm)

-do-

13Local sand screened at source (F.M. upto

L.5)inclusive of rovaltv but exclusive GSTPer M3

1L0.40

?'L'

Sl. l\o. Description of Materials Unit Approved Rates

2018 without GST

(in Rs.)

Remarks

1 2 3 4 5

T4

Sone sand / Kiul sand or equivalent coarse

sand (F.M greater than 2)at source inclusive

royalty but excluding of GST

-do-

L97.00

15[,/loorum at source with taxes, cess and

rova ltv-do-

t1,7.40

16 Seasonel sal wood scantling -do- 42929.62

T7 Sal planks

(l) 25 mm to 40 mrn Per M3 47352.67

(ii) 12 mrn to 20 mm -do- 47852.22

1B I'eak Wood :

(i) Scantling -do- 83432.38

) Planl<s 25 mrn to 40 mm -do- 83981..27

i) Planks l-2 mm to 20 mm -do- 84530.17

19 (A) Sisunr Woodi) Scantling -do- 35568.53

Planl<s 25 mm to 40 mm -do- 36227.21

i) Planks 12 mnr to 20 mm -do- 36716.1.1.

(B) Seasoned Ganrhar Wood scantling (local) -do-321"10.49

20 Local Woad

Sca ntl i ng Per M3 16281.24

) Planks 25 mm to 40 mm -do- t51.70.54

i) Planks l-2 mm to 20 mm -do- 1,5225.70

21 Barnbco75 mm dia 6 nr long to B m long Each 76.84

) 100 nrm dia 6 m long to B m long -do- 87.82

i) 50 mm dia Hill lSamboo -do- 65.86

(A) 5al Ballah r.iost

100 nrrn dia Per mtr. 30.59

(ii) 125 ninr dia -do- 53.99

i) 150 nrrn dia -do- 67.02

') -lLL

Butt hinges as per clause 562 of building

specification of building construction deptt.

of size.

?r1,>b

51. FJo. Description of Materials Unit Approved Rates

2018 without GST

(in Rs.)

flemarks

1 2 3 4 5

(i) 75 rnnrPer

dozen 85.39

) 100 mm -do- ro7.B2

73 Teak ply 4 nrm thicl< Per M2 306.06

ii) Teak r;ly 6 mnr thick -do- 34L.34

24 P v wood (national or equivalant mal<e)

25 mm thicl< Per M2 739.55

) 19 mrn thicl< -do- s6B.89

iii) 12 mm thick -do- 409.60

v) 6 rnnr thick -do- 261-.69

25 Orinary commercial ply

(i) 3 mm thick Per M2 104.68

ii) 4 nrm thicl< -do- 134.26

iil) 6 rnnr thick -do- 196.83

26 sun mica best quality -do- 235.40

(ii) Formica (1 mm) -do- 267.17

11 G.l. wire (B to 10 swc) Per l(g. 66.93

) Black annealed (B to 10 SWG) -do- 71..29

2B Bindine Wire(i) Annealled wire (20 to 25 gauge) -do- 81.99

(ii) BIack anrrealed (20 to 25 gauge) -do- 80.80

29Barbed wire of 4 point, 2 ply t2 SWG, 150

mm apartKG

62.81

30Expanded metal (18 gauge) 40 mm x 25 mm x

75 mrn widePer M2

178.00

31Welded rnesh (B to 10 SWG) 100 to 125 mm

square size-do-

218.40

31 C.A. Shect(i) CorrLigated 6 rnnr thick 1.5 M to 3.05 M

long.Per M2

204.29

(li) (a) Plain 6 mnr thick 2.4M to 3.05 M Iong -do-185.91

(b) Plain 4 mnr -cio- -do- L36.87

(iii) C.A. tlidge, Valiey 1 M long (plain wing

adiustable)-do-

198.1 6

.2{.t7/-'1

&.

Sl. Na. Description r:f Materials Unit Approved Rates

2018 without GST

(in Rs.)

Remarl<s

1 2 3 4 5

(iv) Corrugated adjustable Ridge -do- 204.29

33

L-drop 1"6 mm dia 300 mm long (as per 5.6.5

of building specification of BCD) with screw

and all fittines.(i)Alurninum Each 138.52

(ii) lrorr (copper oxidized) -do- 84.28

34D-handle lron, proper oxidized as per clause

5.6.7 of building specification of B.C.D.

(i) 150 mm longPer

dozen 20s.37

(ii) 125 mm long -do- 192.31

(iii) 100 rnm long -do- 1,60.26

35D-llandle made of i"6 mm wide and 6 mm

thick alunrinum flat.(i) 150 mm long and 10 rnm dia Each 27.88

(ii) 100 mm long and 10 mm dia -do- 23.23

36 Aluminurn pipe of LB gauge

i) 12 mm dia Per M 43.75

ii) 16 rnm dia -do- 48.84

iii) 20 mm dia -do- 54.94

5/ IRON I\IAILS

i) 125 nrm and [:clow Per Ks 80.81

(ii) Above l-25 mm -do- 85.94

(lii) Glass clip of wirePer hundred

Nos. 29.O4

3B

l/lild steel copper oxidized tower bolt as per

clause 5.6.6 of building specification of B.C.D

1.0 mnr dia. comnlete set.

(i) 100 mm longPer

f)nz p n L49.30

(ii) 150 nrrn long -do- 163.83

(iii) 200 nrm long -do- 207.43

(iv) 225 rnm long -do- 293.31

(v) 300 mm long -do- 371,.26

.x'29

Sl. t{o. Descrilrtion of Materials Unit Approved Rates

2018 without GST

(in Rs.)

Remarks

1 L 3 4 5

(vi) 450 rnm lonP -do- 406.94

(vii) 600 rrrm lonpl -do- 528.50

39

/iluminurn Tower bolt as per clause 5.6.6 of

buillding specification of B.C.D. top quality,

10 mm dia

(i) 100 mm longPer

n h 244.21.

ii) 120 mm long -do- 217.05

i) 150 rnrn lons -do- 321..17

(iv) 200 rnm loni; -do- 404.29

(v) 225 rnrn long -do- 438.15

(vi) 300 rnrn Iong -do- 493.56

40 SCREW (N.F)

(i) 75 nrnr sizePer

hundred t44.40

(ii) 60 mrn size -do- L24.1"3

i) 50 mrn size -do- r1,0.20

(iv) 40 rnrn sizc tu 30 ntm size -do- 62.06

(v) Below 30 rnm to 12 mm size -do- 55.7 4

4T BITUMEI'i 60/70 (Packed/Bulk) exclusive VAT

(i) -ex l3ol<aro VG 30(Packed) Per M.T, 29810.10

) -ex Haldia VG 30(Packed) -do-

i) -ex l-ialdia VG 30(Bulk) -do-

42 VARN iSFi STAN DARD MAI(E Per Lit. 94.98

A)t-) SPRIT -do- 94.24

AA (i) Prirner for wood worl< -do- 94.98

ii) Prirner for Steel Work -do- 94.98

45Shaliltex board (For use as per expansion

ioint l.S. 183B-1933 Filter)

(i) 25 rnnr thick Per M2 87L.1.9

(ii) 18 mnr thicl< -do- 7 43.18

(iii) 12 mrn thicl< -do- s09.68

46 Shalitex primer Per Lit. 64.95

47 Double Boiled L rrseed Oil -do- 80.16

+tt (a) Alunrinum paint standard mal<e Per Lit L84,96

-26-31 4-

Sl. No. Desription of Materials Unit Approved Rates

2018 without GST

(in Rs.)

trtremarks

.L 2 3 4 5

b) Synthetic enarnel (lSl mark) -do- 135.19

49 Bitumcn paint -do- 54.08

50 Plastic ernulsion paitrt -do- 195.28

51. Cement primer -do- 100.06

52 Dry dister-nper Per Ke. 43.69

53 Oil bound distemper -do- 82.L5

rAJ+ Snowcenr Powder Per Ke. 50.31

55(i) Cicko powder / lnpermo Waterproofing

cornp)-do-

28.42

ii) Cicl,o liquiii Per lit 130.98

56 Robin Blue Per Kg. 94.77

57 Color for wash -do- 33.62

5B Whitenirrg -do- 8"39

59 P ir ttv -do- 30.95

60 Blackening powder -do- 23.57

61 i) L't quality pairrt of different shades Per lit 171..8L

ii) 2nd qualitv pair.ri -do- 1"49.53

67. Wax polish ( 1 lit = 0.50 kg) Per l(9. 186.48

63 French pr:lish stanclard mal<e Per lit. 218.78

64 Rivet Per l(s. 76,00

65 Cotton -do- 41.65

66 Ram Rai -do- 7.95

61 She EX -do- 61.98

68 Narial coir strirrg -do- 62.48

69 fJar al ro;re 20 mrn to 25 mm dia -do- 79.66

la Sut -do- 66.46

71 Sahpv strinp -do- 48.42

tt Cotton string Per Kg. 6s.77

t3 Ranisanitiles Per % 553.87

74 Ridee for above -do- 6:s.:o

75 I'Jaria tiles 225 rnrn to 250 mmPer 1000

Nos. 705.85

76 Ridge for above or mungra L00 Nos. 650.69

Narial rope above 25 nrm dia Per Kg. 7 6.40

4"-€rgo

Sl. hio. Description of Materials Unit Approved Rates

2018 without GST

(in Rs')

Remarks

I 2 3 4 5

Thatching grass in [rundle (consisting of small

8* averaf 3 length r:f grass 2.75 M) bundle

Per

Quintal 332.26

Per Kg. 87 9279 Oxalic Acid (1 lit. = 1 l<g)

BO lron clanrp (460 rnm x 40 mm x 6 mm) Per kg 66.28

B1 Rolling sliutter 1.02 rnm thicl< Per M2 1395.85

B2 Shalimar tarphelt BH (type ll Group - 1)

Each roll

of 20mx1M 1687.68

Per M2 All 1QB3 A) Surr Cilass (rnodi)

tr \ Dl:,ra Gl p pq

(

2 rnnr ihicl<

3 n.inr thicl<

Per M2 197.O1

-do-

-do-

208.26

326.47(iii) 4 nrrn thick(iv) 6 nrnr thick -do- 478.45

(C) Pin Hammered Glass

(i) 3 rnnr tlricl< Per M2 225.16

Per M2 264.56(ii) 4 nrm thict<

(iii) 5 rnnr thick -do-

Per 100 M

354.61

472.82(D) 20 mnr witle 4 mnr thick glass strip for

fiooring

B4 [']essiarn Cloth (0.3 l<g/ w2 Cot') Per M2 34.85

a( Gunny best qualitY -do- 120.87

B6 Ernpty plastic ceme nt bags Each 1.85

o-t6/ Limpet Vi/asher -do- 34.2L

QA Bituntrn Waslrer

l;Plater of peris

-do- L1-1.46

Per 25

ke. 127.47ocr

90 (1.1. l]cok L50 nrnr to l-0 mm diaPer

dozen 88.1 1

91 (i) 25 rnm x 6 mnr nul1-q !e]l: -do- 101.33

(ii) 16 mrn x 3.7-5 nrnr nuts & bolts -do- 95.00

(iii) 10 nlin X 3.75 nrm qqEg trg]E -do- 61.:, J

.g'el

Sl. No. Descril:tion of Materials Unit /rpproved Rates

2018 without GST

(in Rs.)

Remarks

1" 2 3 4 5

92(i) Fly proof wire netting (18 gauge wire with12-16 nos,mesh per m2)

Per M2183.05

(ii) Fly proof wire rretting (Light gauge) -do- 131..29

93 TurpentiiTe oil Per lit 41..14

94 Manson Polish Per ks. 170.03

95 Carborandum Stones (4,6, B & 10 nos) Each 82.94

96 Empty Bitumen drr-rm in good condition -do-

97 Lirne rubbish Per M3 1,17.46

9B Slack coal Gracle - C (Steam) long flamePer

ouintal 263.83

99Flush dor:r (l{ot Pressed adhesive conforming

b 22AZ l)art - 1) l.S.

i) 25 rnrn thicl<

(a) Both side comn:ercial Per M2 688.35

(b) one side teal< -do- 921.59

(c) Both side teak -do- 1105.91

(ii) 32 mrn thicl<

(a) Both side commercial Per M2 71,9.07

(b) Onr: side teak -do- 958.86

(c) Both side teal< -do- 11,43.46

(iii) 38 mm thicl<

(a) Both side Comrrtercial Per M2 786.20

(b) One side teal< -do- 995.55

(c) Both side teal< -do- 1179.87

100 (A) Looking eye piece best quality Each 64.1,1,

101 Fevicol / Ktcat / Varr"nicol Per l(g. 166.89

102 Boat spil<e (300-400 mm long) -do- 147.34

l_03 Kotah stone tiles (15 rnm - 23 mm) thick(i) 300 mm x 300 mm Per M2 315.80

(ii) 375 mm x 375 nrm Per M2 368.45

(iii) ,450 mrn x 450 mm Per M2 394.76

1,04 White Mal<rana nrarble stone 20 mm thick

(i) 300 nffr x 300 rrm and below -do- 92L.1,9

-z{,'-r t7/2

Cl h.Nn Descrlpilon of Materials Unit Approved Rates

2018 without GST

(in Rs.)

Remarks

1 7 3 4 5

ii) 300 ftrm x 600 rnm and above -do- 1"07 4.72

105White gl;rzed tiles 6 nrm thicl< (150 x 150 mrn

size)

Per 100

nos. 772.32

106Comrnercial grade colour (tiles 6 mm thick

i50 mrn x 150 mrn)-do-

79L.63

ra7 t)holpirr tiles 1-5 rnrn x 23 mrl thicl<

i) ?-75 mm x 275 rnm to 300 nlm x 600 mm Per M2353.98

(ii) 300 nrm x 900 nrm -do- 386.16

(iii) 600 rrn x 'l2tJ0 mm -do- 450.52

108l',/losaic/tarrazo tiles 20 mm thicl< in ordinary

cernent Llase.-do-

180.2 L

109l/icsaic f larrazo tiles 20 mm thicl< in white

cement base.-do-

328.23

1_ 10 Slacl<ed stone lime Per Quintal 441.13

111 Unslacl<ed stone lirrre -do- 470.36

LT2 Colour plgment for cement(i) Red Per Kg 85.40

(ii) Black -do- 60.84

(iii) Green -do- 79.55

(iv) Blue -do- 84.24

113 tr/i ar[:le d ust ( Dalton gani)Per Bag of

40 ks 1,22.40

1111 Vlarble Chips

(i) Dehradoon -do- 306.00

)Daltanganj -do- 221".86

115 Marble clrips color"rred Daltonganj -do- 2s2.46

l lo Comrnercial particle board interior(i) L2 rnrr: (600 mm x 600 mm) size Per M2 )_17.51

(ii) 25 rrir;r (600 IlrI) x 600 mrn ) Size -do- 402.40

1,17Particle board exterior (600 mm x 600 mm

size)

(i) 12 nrrri -do- 211.33

) 25 rnrr-r -do- 538.35

118NP2 R,C.C Hurne pipe with collar as per l.S.S.

458-197,i

3D'

99 &*

Sl. h,!o. Description of Materials Unit Approved Rates

2018 without GST

(in Rs.)

Remarks

L 2 3 4 5

i) 100 min dia Per M 278.43

ii) 150 mrn dia -do- 316.40

iii) 200 nrm dia -do- 323.68

(iv) 250 rnrn dia -do- 432.7 4

30C nrm dia -do- 696.09

zl5C rrrm dia -do- 71,6.97

)600 rnm dia -do- 121.8.1.4

viii) 700 mnt ciia -do- 1334.16

ix) 800 rrrm dia -do- 1522.10

90ii nrrn dia -do- 2012.84

X 1000 nrm dia -do- 2348.13

xii) 120t1 mm dia -do- 3120.77

xiii) 12100 mm dia -do- 3828"46

119 f{P3 R.C.C Hume Pipe (as per l.S.S 458-1,97L)

(i) 300 rlrrri diil Per M 870.1,1.

ii) 450 n',rn di;r -do- 1395.34

iii) 600 nrm dia -do- 1883.65

iv) 700 rrtm d :l -do- 2546.51.

v) 800 rnrn & 900 rnm dia -do- 3259.99

(vi) 1000 mm ciia -do- 3760.96

(vii) 120tt mm clia -do- 4916.89

viii) 140C mm di;r -do- 7192.86

t7a a) 100 n,rn dia C.A. Pipe Each 55.45

b) 100 rrrnr dia C. ilend Each 49.90

L2',t SELMAI(t- (for iirstant road repair) Per M.T.

1?7

Polythenc water siorage tank of lSl mark (e.g.

sintex /Sirrter lllimgiri / Gangotri etc.) v;ith cover

and locl<ing svstenr Per Liter 5.51

\

./t*-q-+/t

ii(ii{i. (ruil t.r.0u er',1,t(.}tt itt f:JLti(,t

tr{lili q6 s1[]r111 uqt-+.

,]r;:r.l \q tq61jOl fi'Ittrt. gtl{qqU.g, Ii.,1)

to/-ricl{rt. (inrt roOq rt.-t,tk[]d .i{ filttf{ul

llftii ltd- 3lf'illi(ll IJrfq.

utct tittH-t;t f.lrtt,l. *lt<<qr$. YYdi

no/"{r.iqq. 1iG?l roou sr.-1qf}i1 .r;q fiJtIt{uI

rrlnfit 1rd- ir[']rq(ir !lr-lts.

r;pflu; q;1rJ ft)r11r1, gllqqgrrg, 1YA

60,/ - J

rrE1r{. lrvq 13fi?r 3{=lq|id Ea f'luft"lTrfilf-i -(rd- 31frlr161 t1tjBI.

114q flrlfuJ fQr11r1. 911qqqus. {idl

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rtftRr -rrd- Tq 3rFT{ror rcr{}qi'r0eroohrnl. :iflriga (i:r,nr.fl) fi*ll,I.

's{r{€Irls. {tifl

60/-It<lrr. lfGq .{({l{r 3r{{Lra(l ({ f}EIi(uI

rrhlir -lrd- 3rl\rril qttq.

snri ialrFr, Elt{{sus, lYd'l

do/-qiqlqfi, rrrq wfi?r srXrlErd qq ftErf{"t

itlild -rrd- crltrqrr u3tq.

qz1 f:ffir f+rrrr. Snrs-s, qidl

.rr79,

APPROVED RATES OF MACHINERIES EXCLUDING GST, CONTRACTOR's PROFIT ANDOVERHEAD CHARGES FOR PREPARATION OF SCHEDULE OF RATESoNLY.(EFFECTTVE FROM 01.04.201 8)

Sl No Name of Machine/Parts ApprovedRate

Remarks

1 2 J 4

1 TATA HITACHI HYDRAULIC EXCAVATOR Model Ex 200 super with HDbucket. 4332392

2 ALICON Rock Breaker P210 for Tata Hitachi Hydraulic Excavator Model Ex

200 super. 1308744

3 Tipper Model SK1613 697 BS 3 1747616

4 Diamond Core Drilling Machine and Diesel pump at site with allaccessorioes except diamond bit and reaming shell including freight andinsurance.

1418705

5 Cost of Wagon Drill and Diesel Pump of 10 HP at site. 573711

o Cost of Road Roller of B to 10 ton (smooth drum) and 35 to 40 H.P.including railway freight and insurance etc.all complete. 601 879

7 Cost of grouting machine at site including pump,grouting mixer,groutingagitator and pneumatic hose pipe etc. 76528

8 Air compressor (Diesel operated) 325 C.F.M" and 105HP 504067

I Mixer Machine of 0.3 cuml).2 cum capacity 5325410 Truck Chasis (Tata) 1 308504

11 D-4 Tractor 36961 3

12 Sireep foot roller 73694IJ Vibrator needle 21003

14 '1 0 HP Pump at site including accessories. 44788

60

s({"1rrwrrdiq oqqlin <t f;tfrw. rr1tfd -s6-

.rq ef,.rq.r v;rt ft.nt, grrqs. iifr

60

q([{Irrvfi.idiq eryFrrd il tssrf{oT

qEfree ge orft+or, rofi-+t qfierut

dsm qerisd (ffi1) frTT'T

flTerc. iff

-a*{rsryrifq erlqBo <t ftutwt

qfifd lre* eTfuil qgsqq Ftqlrr 1irum, l?qr.r, grrcrs. tdl

,/a^-'

60

{tTtrrrcrr,rftq 3E{firf, <1 FtsiiF'r {l($tH1lli-slt edrlqm qgs 1;sdflq 3qrfftrd qq firrlq

rrqut lirfrf ftnt, srnEis, riil sffi_qs-e,-ft{dl !r5g qf, s{xu'{ ftqrr

srrss. fr.ll

?b

SCHEDULE.LABOUR-I

Approvcd Labour Rate for Construction & Maintenance of Road or Building Vide labour and

employrnent department lctter No 2/MW-207212010, L&T 593 Dated 26.03.18 effective from0f .04.2018 for preparation of schedule of rate only

.'/

ffi

st.No.

Name of the Employment

Daily Minimum Ratesof Wages

(in Rs.) As per Lab.Deptt. Notification

No.-1467, 1468 Dated-I4.08.15

V.D.A. As perLab. Deptt.Notification

No.-593 Dated-26.03.18

Total (3+4)

I 2 3 4 5

1 Un-Skilled 210.00 27.38 237.38

2 Srveeper 210.00 27.38 231.38

') Mistry 220.00 28.68 248.68

4 Cleaner 210.00 27.38 237.38

5 Helper 220"00 28.68 248.68

6 I(halasi\Chainlnau 220.04 28.68 248.68

1 Mal<er 290.00 31.81 321.81

8i) Fitter, Grade-l 33 5.00 43.68 3 78.68

ii) Fitter, Grade-ll 290.00 37.81 127.81

9 Turner 290.00 31.81 327.81

10i) Mechanic Grade-I 33 5.00 43.68 378.68

ri) Mechanic Crade-ll 290.00 37.81 327.81

11i) ISlcclrician, Grade-l 33 5.00 43.68 318.68

ii) Iilectrician, Grade-l I 290.00 37.81 327.81

12 Wire Man/l-ine Man 290.00 37.81 327.8t

13 Charge Man 290.00 37.8 r 321.81

14 Fore Man 335.00 43.68 3 78.68

Junier Fore-Man 290"00 37.81 321.81

15i) Welder, Grade-I 335.00 43.68 3 78.68

ii) Welder, Glade-ll 290.00 31.81 327.81

t6 Clazier 290.00 31.81 321.81

17 Ilead Carpenler 3 3 5.00 43.68 378.68

Carpenter 290.00 37.8 i 321.81

l8 Checker 290.00 37.81 321.81

4-:

19 Harnmer Man

Namc of the Ilmployment

2

Tin-srnith

'l-in Plate Malier

BIack-srnith%

Ijeacl Illack-srnith'filc Layer

220.00 28.68 248.68

sl.No.

lDaill trIinimum Rarcsof Wagcs

(in Rs.) As per Lab.Deptt. Notification

No.-1467, 1468 Daterl-

-1,1.08.15

V.D.A. As perLab. Deptt.Notification

No.-592I)atecl-26.03.18

Total (3+4)

203 4 5

290.00 37.81 327.8121

335.00

290.00

43.68 378.6822

37.81 321.8111L)

33s.00 43.68 378.681/1

290.00 37.81 321.812s l'hatcl'rar

220.00 28,68 248.6826 lPlLrrnber

lGlaclc,'

I{oad Ilindcr<

Mason

I lcad Mason

Storre l,ayer RCD'I'ar Man

%

l:'ire Man*Grinder

%

Cas Cuttcr

290.00 31.81 327.812l290.00 37.81 327.81

28290.00 37.81 327.81

29290.00 37.81 327.81

30335.00 43.68 378.683t220.00

)Z 28.68 248.68290.00

J-)37.81 327.81

220.0034

?R 6R 248.68220.00

35 28.68 248.68290.00

335.0036 37.81 321.81t<rggcl ttCI)

Stla n g

Lhipper-cum-Rivettor

31 43.68 3 78.68290.00

38 31.81 327.81290.00

39 37.81 321.81

i

i

l

I-

t'actor ( )neratr290.00

40) Dozer Opcrator, Gracle_li) Dozer Operator, G;AJI/J,.orell1an

)rrnrpel Oper.ator-----ilrlltor Opg.utor.Ptrrr,r A'.o,.,, ^.. n---.li--l-

37.81 327.81335.00 13.68 378.68

290.00 37.81 327.8141

42J3 5.0t) 43.68 378.68290.00 31.81

43327.81

l- v l/vr (1rvt,33 5.00 ,43.68 378.68

., I Lulllj L/pefalor, Lrracle_ll 290.00 37.8144

321.81r I r rr-arr.!.tt rrrc Ullcr.irtor.. Gr.lldc_lii i [),-,,',,,1;,,^,'.-^---. ---I----l-l 33 s.00 43.68 3 78.68

45

-, ^_ ^-.,,s,,,v \/pLrdrul l \Jlitclc_lli) Concrctc Mixer. Oi^{f"r, G*d"I

290.00 31.81 321.81

33 s.00 43.68 3lB.68

"{jfr 4-

) Concrete l\4ixer Operatclr, Grade

I290.00 37.81 321.81

46 ) Compressor Operator. Grade-I 335.00 43.68 318.68

sl.No.

Name ol the Ilmploymcnt

Daily Minimum Ratesof Wages

(in ll,s.) As per Lab.Deptt. Notification

No.-1467, 1468 Dated-14.08.15

V.D.A. As perLab. Deptt.Notilication

No.-592 Dated-26.03.18

Total (3+4)

I 2 3 1 5

i i) Compressor Operator, Gracle-II 290.00 37.81 321.81

47

llarth Excavator

i) For Evcry 1 10 Cubic I'cet of so{i

eafih220.00 28.68 248.68

ii) Itor Evcry 100 Cubic leet of hard

carth220.00 28.68 248.68

iii) For Every 90 Cubic feet ofhis.hlv earth

220"00 28.68 248.68

48 'frucl< Driver 290.00 31.81 321.81

49 Car/Jeep Dlivcr 290"00 37.81 321.81

50) Clane Olrcrator, Gracle-l 3 3 5.00 43.68 3 78.68

) Clurrc Opclator. Crrrdc-Il 290.00 31.81 321.81

51 Winch Operator 220.00 28.68 248,68

52 I{oaci I{oller Driver' 335.00 43.68 378.68

53 Illasler 290.00 31.81 321.81

54 Painter Class I 335.00 43.68 I78.68

Painter Class Il 290.00 3 7.81 327.81

Polisher 335.00 43.68 378.6t3

56 Pcon/Darr,van/Chou l< i da r 220.00 28.68 248.68

51 CIerV1'ypist Clerk 290.00 37.8I 321.81

58 'lime I(eeper 290.00 37.81 321.81

59 Stolc Assi.tartt/Stot crrrlrrr 290.00 37.81 327.81

60 Store ileacl 290.00 37.81 321.81

6t Matcrial Cliaser 290.00 37.81 321.81

62 Mate and l{oad Mate 220.00 28.68 248.68

63 MLrnshi 290.00 31.81 321.81

64 Worl< Sarliar 290.00 31.81 321.81

65 Arrin 3 3 s.00 43.68 3 78.68

66 Surveyor 33 5.00 43.68 318.68

-{

e74".-

61 Supervisor Diploma I-lolder 3 3 5.00 43.68 3"t8.68

68 Supervisor Non Diploma Flolder 290.00 37.81 327.81

69Any other Category of Scmi-SkilledWorkers not mentioned above

220.00 28.68 248.68

SI.

No.Name of the Ilmploymcnt

Daily Minimum Ratesof Wages

(in lts.) As per Lab.Dcplt. Notificalion No.-

589 Dated-26.04.18

v.D.A. Total (3+4)

I 1 3 4 5

^l

Any olher Category of SI<illed

Workers r.rot nrentiorrecl above290.00 37.81 321.81

1t I)lur.nber Grade - I 33 5.00 43.68 378.68

Plurnber Grade - II 290.00 37.81 327.81

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62

+r4"---

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

5.1.1

5.1.2

c. l.J

5"1.4

5.1 .5

c. t.t)

517

., I ()

519

5.1 10

Earthwork in excavation in foundation trenches in ordinary soil

( vide classification of soil item -A) and disposal of excavated

earth as obtained to a distance upto 50 M. including all lifts,

levelling,ramming the foundation trenches, removing roots of trees,

shurbs all complete as per approved design, building specification

and direction of Ei I

Extra for earthwork in hard soil as per specification and directton

of E/l (Vide classification of soil item-B).

Making 25cm ('10') dia bore upto 4 M depth below ground with

hand auger of approved quality in ordinary soil ( vide classification

of soil. item- A) true to plumb and without eccentricity in any

stage of operation and disposal of the excavated earth upto 50 M.

lead including all lifts, all complete as per approved design and

directron of E/I.

Making 30 cm (12') dia bore - do - do-

Making 63 cm ( 25' ) dia under ream at required depth with hand

Rimmer of approved quality in ordinary soil -do

Making 75 cm (30') dia bore under. ream at required depth with

Rinrnrer of approved quality in ordinary soil - do

i:illirrg in founclation trenches and plenth in layers not exceecJing.i50 mm thick wellwatered, rammed, fully compacted and fine

cressed with earth obtained from excavation of foundation

trenches r,vithin a lead of 50 M and lift of '1.SlVl all complete as

per building specification and direction of E/l (Mode of

measurement compacted volume).

Fillirrg in foundation trenches and plinth in layers not

exceeding 150 mm thick wellwatered, rammed, fully compacted and fine

dressed with earth obtained after cutting withtn a lead of

50 ltl and liftof 1.5 M all complete as per building

specification ancj clirection of E/l (l\'4ode of measurement compacted

volurre).Extre for each subsequent lead upto 25 M beyond the initial

lead ol50 I'd (Maximum upto 150M lead by head load)as per

speciiicatiorr and direction of E/|.

Providing coarse clean sand in filling in foundation trenches or in

plirrth including rammrng and watering in layers not exceeding

150mm thick wiih all leads and lifts including cost of all

rnaterials, labour, royaity and taxes all complete as per building

specrfication anci direction of E/l ( Mode of measurement compacted

vo.utitu).

Per M3

Per M3

Per M

Per M

Ea ch

Each

Per M3

Per M3

Per M3

Per M3

109"36

11..1"7

11,2.1.2

r49.49

11'rt.59

149.49

92.84

6 CA

39.82

223.35

CHAPTER 5"1

EARTH WORK

"d+0

.{

CHAPTER 5,2

MASONARY WORK

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

s.2.i lproviding designation 75 A brickwork in C M ('1 :3 ) in foundation and

lptinth with approved quality of clean coarse sand of F.M. 2 to 2.5

lincluding providing 10 mm thick mortar joints, cost of screening materials,

lraklnq out joints to 'i5mm depth, curing. taxes and royalty all complete

iu. p"r" building specification and direction of E/l.

52.2 lproviding designation 75A brick work in C.M. (1:4) in foundation and

lplinth -do-

s.2.3 lproviding designation 75A brick work in C.M.(1:6) in foundation and

lolinth -do-t'5.2.4 lproviding designation 75 A brick work in C.M. (1:8) in foundation and

lplinth -do-

s.z.s lproviding designation 75 A brickwork in c.M. (1:10) in foundation and

lolinth -do-

sZ.6 lprovidinS

designation 75 B brick work in C.M.(1:6) in foundation and

lOlinth -do -s.2.7 lrrrovidrng designation 75 B brickwork in C.M. (1:8) in foundation and

lnlinth -oo -S.2B lproviding designation 75 B brickwork in C.M. (1:10) in foundation

land plinth -do -s2.g lprovioing designation T5Abrickwork in C M ( 1:3 ) in superstructure

lvrith approved quality of clean coarse sand of F.M.2 to 2.5 including

I lproviding '10mm thick mortar joints,costs of screening,materials,

I lscaffotfing. raking out joints to i5 mm depth curing, taxes and royalty

I lrit comptete as per building specification and direction of E/|.

ls.z.ro lproviding ctesignation 75A Brickwork in C M ('1:4 )in superstructure-

I l-do.-ttls.Z.tt lprovidinS

clesignation 75A Brick work in C.M.(1.6) In superstructure

I l-'-do---

lu., ,, lRrovioing designation 75A Brick work in c.M.(1:B) insuperstructure

I I -dc---

lr r.,, li..rcvioing designation 75 A Brickwork in c M ( 1:10 ) in superstructure.

I l .-dolsz.u li,rcvi,Jrng cesignation 75 B Brickwork in c M ('1 6 )in superstructure.

I i--do-ttlS.Z.lS lProviding

designation 75 B Brickwork in C M ('1 :B )in superstructure.

I l_do---lS Z tO lProviding

designation 75 B Brickwork in C M (1:10 )in superstructure.

I l- do-lr.r.,, lRroviOing designation 758 Brick work in mud mortar of approved quality in

I lfoundation and plinth including cost of carriage of mater

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

4194.55

4031.90

3840.03

3738.41

3668.67

3750.37

3648.15

3579.01

4290.94

4128.29

3936.43

3834.80

3t65.06

3846.t7

3745.L4

3675.40

I

sd

h7

Item l.lo Item of Work Unit Rate (ln Rs.)

1 2 3 4

5.2.18

tr, .) 19

E a anJ.L.LV

5.2.21

5.2 2?

F a a')

5.2.24

to 15 mm depth, taxes and royalty allcomplete as per building specification

and direction of E/|.

Providing designation 75 B Brick work in superstructure in mud mortar of

approved quality including cost of materials, scaffolding, raking out joints

io 15 mm dePth

- do-

Providing designation 75A Brick work in lime mortar (1'.2.2) (slaked lime:

surkhi. sand) pug mill/drum mixed mortar to be used after 24 hours and

r,r,ithin 7 days of making the batch of wet mortar in foundation and plinth

v,,ith approved quality of lime, surkhiand clean coarse sand of F.M. 2 to

2.5. including cost of screening, carriage of materials, raking out joints,to

1 5mm.depth,curing,taxes and royalty all complete,as per building speci

fication and direction of E/1.

Providing designation 75 B Brick work in lime mortar (1'.2'.2) ( slaked lime:

surkhi: sand) pug millidrum mixed mortar to be used after 24 hours and

within 7 days of mixing the batch of wet mortar in foundation and plinth

-do-Providing designation 75A Brick work in lime mortar ( 1.2'.2 ) (slaked lime.

surkhi: sand) pug mill/drum mixed mortarto be used after24 hours and

'.vlthin 7 days of mixing the batch of wet mortar in foundation and plinth

-do- -do - with approved quality of lime and surkhi including cost

of carriage of materials do

--Providing designation 75 A Brick work in lime mortar ( 1 .2 .2 ) ( slaked

linre surkhi : sand) pug mili/ drum mixed mortar to be used after 24

lrcurs and within 7 days of mixing the batch of wet mortar, in superstruc

iure with approved qLrality of lime, surkhiand clean coarse sand of F.M.

?- lo 2 2.5 including cost of screening, carriage of materials, scaffloding,

i-akirrg out joints -------do--------

Providlng designation 125 mm thick reinforced designation 75A brick

v,;ork in C M ( 1:4 ) in superstructure with approved quality of clean

coarse sand of F M 2 to 2.5 rncluding the cost of screening, carriage of

rnaterials, scaffolding raking out joints to'15 mm depth, curing. taxes and

royalty (but excluding ihe cost of reinforcement) all complete as per

l-,uiiding specilication and direction of E/|.

Itrrr:viding 75 mm thick reinforced designation 75A Brick work in cement

Per M3

Per M3

Per M3

Per M3

Per M3

Per N/I3

Per M2

^ " "2

3203.28

3299.68

3706.43

361.6.73

3906.25

3851.02

s12.03

5225iniortar (1:4) in superstructure -- do - - do-if,roviding 250 mm thick brlck jaliwork in C.M. ('1:B )in superstructureI

i,,r,itir designation 75 A bricks and approved quality of clean coarse sand

of F M.2 to 2 5,finished with deep ruled pointing in C.M.(1.3)with sand of F.M

1.5 on entire surface rncluding the cost of finishing, the holes, screening

carriage of materials, scaffolding, raking out joints to 15 mm depth, curing,

lirxes and royalty all conrplcle, as per approveddesign, bLtilding specifica-

tion and direction of Ul.

307.19

lol{Ua4

IPer M2 91,9.97

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

5 2 26 lProviding

125 mm thick brick Jali in cement mortar (1 :6) in super struct-

lure wrth designation 75 A brick

-do -- do -

5.2.27 lExtra for brick work for each consecutive floor above first floor includtng

l,vaiering and scaffolding, all complete as per direction of E/|.

5.2.28 lProvidrng

random rubble stone masonry in C.M. ( 1.4 )in foundation and

lRlinth with hammer dressed stone of less than 0.03 M3 in volume and clean

lcoar"se sand r:f F M. 2 to 2.5 includtng cost of screening, raking out joints

I to ZO mm depth, curing, taxes and royalty allcomplete as per buildingjspecificatron and direction of E/l

5.229 lProviding random rubble stone masonry in cement mortar (1:6) in founda-

Ition and plintlr- do-5.2 30 lProviding random rubble stone masonry in cement mortar (1:B) in foun

I

ldirtion and plinth

- do -

5.2 3'1 lProviclrnq random rubble stone masonry in cement mortar ( 1: ) inI

lsLrperstructure -

do

-rncluding cost of screening of materials,

lSca{iolding. raking out1oints to 20 mm depth - flq

-5.2.32 lPrcviding randam rubole stone masonry in cement mortar ( 1:6 )t-

irn supcr structure do

-5.2.33 lPrcvidino randum rubble stone masonry in cement mortor ( 1:B ) in

ls,r,rprstrrtcture

-

. dO

-5 2 34 lProviding rough dressed course stone masonry in cement mortarI

l( 1 4 ) in foundation and plrnth -do - -do -

including cost of

lscree ning carriage of rnaterials, raking out joints to 20 mm

ItlcPth -

do

--5 2 35 lProviding rough dressed course stone masonry in cement mortar

lf r o I in foundation and plrnth -do - -do -5.2 36 lProviding rough dressed course stone masonry in cement mortar

l1 t.A I in foundation anci plinth -do - -do -

I5.2.37 lProviding rough dressed course stone masonry in cement mortar

It l:+ I in superstructure -do - -do

-- including cost of

lo.r""n,ng, carriage of materials raking out joints to 20 mm depth

l_do_5.2.38

iProvirlrng ror"igh dressed course stone masonry in cement mortar

It 1 0 r in slrpcr structure --do -5.2.39

iPruvidrng rough dressed course stone masonry in cement mortar

It t B I in superstructure - do-5 2 40 !Providing Ashlar stone masonry in cement mortar (1:4) in foun

ldrt,on and plinth with chisel tlressed stone, cut to requiredI

lsrze and shape and ciean coarse sand of F M.2 to 2.5 including

lcost of screening, carriage of materials, raking out jotnts to 20

Inrrrr <jeRth, curing, taxes and royalty all complete as per building

!spcciircatrcn end directron of E/I.

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per Ml

Per M3

N13Per

M3Per

Per M3

569.98

96.39

2502.14

2266.69

2L3s.28

2622.63

2387.1,8

7255.78

2502.1,4

2266.69

?135.92

2622.63

2387.L8

2256.42

2502.1,4

,{q\

i-*

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

5.2.41

5.2.42

5.2.43

5.2.44

5.2.45

Providing Ashlar stone masonry in C.M

plinth-do_--do--Providing Ashlar stone masonry in C.M

plinth -do _--

-do--Providing Ashlar stone masonry in C.M

do --do__Providing Ashlar stone masonry in C.M_do -- _do__Providing Ashlar stone masonry in C.M

do _ -__do--

(1:6) in foundation and

( 1:B ) in foundation and

(1:4) in superstructure -( 1:6 ) in super structure

( '1:B ) in superstructure --

Per M3

Per M3

Per M3

Per M3

Per M3

2266.69

2135.92

2622.63

2387.18

22s6.42

,"{5q/

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

5.2,46

5.2.47

5.2.48

5.2.49

5.2.50

FLY ASH BRICK WORK

Providing clesignation 100 A brick work with fly ash lime brick (FLAG)

confirrning to lS 12894-1990 (9'x4 5"x3') in C M ( 1 " 3 ) in foundation

and plinth rvith approvecj quality of clean coarse sand of F.M. 2lo 2.5

including providing 10 mm thick mortar joints, cost of screening materials,

rakirrg,cut jornts to'l5mrn depth, curing, taxes and royalty allcomplete

as per buildrng specification and direction of F/|.

Proviclirig designation 100 A brick work wiih fly ash lime brick (FLAG)

confirming to IS 12894-1990 (9'x4.5"x3") in C M ( 1'.4)in foundation

and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5

inclucling providing 10 mm thicl< mortar joints, cost of screening materials,

raking out joints to 15mm depth, curing, taxes and royalty all complete

as per building specification and direction of E/|.

Providrng desrgnation 100 A brick work with fly ash lime brick (FLAG)

c,:nflri-ning to IS 12894-1990 (9"x4.5'x3") in C M ('1 .6 )in foundation

arrd plinth rvith approved quality of clean coarse sand of F.M. 2 to 2.5

including providing 1O nrm thici< mortar joints, cost of screening materials,

rcrkingout jr:inis to '15mm depth, curing, taxes and royalty all complete

as per building specification and direction of E/|.

Provicling clesignation 100 A brick work with fly ash lime brick (FLAG)

confirrning to iS 12894-1990 (9'x4 5'x3') in C M ('1 B )in foundation

anC plinth with approved quality of clean coarse sand of F M.2 to 2.5

irrcluding providing 10 mm thick mortar joints, cost of screening materials,

raking out jorrits to 15mm depth, curing, taxes and royalty allcomplete

as per building specification and direction of E/|.

Providing des;ignation 100 A brick work wrth fly ash lime brick (FLAG)

confirmirrg to lS 12894-1990 (9"x4 5"x3") in C M ('1 :3 )in super

M3 I qzlqtg

Per M3 4166.67

Per M3 3917.79

Per Mr I :szo t5

ls.z.stI

t

i

I

I

I

i

I

Its.Z.szI

I

I

I

isiructure rvith approved qLrality of clean coarse sand of F.M. 2 to 2.5

lrncluCrnq pro\/iding 1O mm thick mortar joints cost of screening materials,

lraking out joirits to 15mm depth, curing, taxes and royalty allcomplete

las per i:urlding specificaiion and direction of E/l

frroviding clesignation 1C0 A brick tvork with fly ash lime brick (FLAG)

corrfirming to lS 12894-i990 (9'xzl 5'x3') in C M ('1 :4 )in super

slructure vrith approved quality of clean coarse sand of F.M.2 to 2.5

irrcluciirrg proriiding '10 nim thick mortar joints, cost of screening materials,

rlhing i:utloirrts lo l5rnrn depth curing, taxes and royalty all complete

es per birilding specificationand direction of E/1.

[:'roviriing des;rgnation '100 A brick work with fly ash lime brick (FLAG)

confirming to lS 12894-199C (9"x4.5'x3") in C M (1 :6)in super

structure with approved quality of clean coarse sand of F.M. 2 to 2.5

inciudinq providing 10 min thick mo(ar joints, cost of screening materials,

rakinq out loirrts to 15mm depth, curing, taxes and royalty allcomplete

Per M3 443L.L8

Per M3 4263.06

d,e

Item No Item of Work Unit Rate (ln Rs.)

I 2 3 4

5.2.53

5.2.54

as per building specification and direction of E/|.

Providing designation 100 A brick work with fly ash lime brick (FLAG)

confirming to lS 12894-'1990 (9"x4.5"x3") in C M ('1 :B )in super

structure with approved quality of clean coarse sand of F.M. 2 to 2'5

including providing 10 mm thick mortar joints, cost of screening materials,

rakingout joints to 15mm depth, curing, taxes and royalty all complete

as per building specificationand direction of E/l.

Providing designation 112 mm thick reinforced designation 100 A brick work

vuith fly ash lirne brick (FLAG)confirming to lS 12894-1990 (9"x4'5"x3" )

in C.M. ( 1 . 4 ) in superstructure with approved quality of clean coarse

sand of F.M. 2 to 2.5 including the cost of screening, carriage of materials,

scaffolding, raking out joints to 15mm depth, curing, taxes and royalty

(but excluding the cost of reinforcement) all complete as per building speci-

ficationand direction of E/|.

Per M3

Per M3

Per M2

4074.18

3972.56

529.53

z<,Lr

CHAPTER 5.3

CONCRETE WORKUnit Rate (ln Rs.)

Item No Item of Wort(

? 3 41

Per Mr I zslz'zt

,"::,

I ;,..

:::1,:::::

Per Mr I

s:ss'a:

Per M3

| utrr.oo

Per M3 i

ssso'oo

Per M3

| uruo'"

Per M3 |

soze.lo

per M3 | urrr.tt

5.3.2

5.3.2.1

5.3.3

5.3.1

5.3.4

rlE

5.3.s.1

c.J.o

5.3.6"',l

5.3.7

E1'f

r:':o

Providing lime concrete in foundaton \1 z"l''tu ) t slaKeu rrrrre urvc

sand of F M. 2.5 to .surkhi.Jhama metal40 mm down) including

slaking of lime, screening, mixrng dry and wet on water tight

platform, placing in position and ramming till compaction is

achieved,curing, side shuttering, taxes and royalty all complete

as per building specification and direction of E/l'

Providing P.C.C.M-l50 rn nominal mrx of (1'2"4) in foundation with

approved quality of stone chips 20 mm to 6 mm size graded and

clean coarse sancl of F M.2 5 to 3 including screening, shuttering

mixing cement concrete in mixer and placrng in position'

lvibrating, strrking, curing, taxes and royalty all complete as per

I fui,O,ng specification and direction of Engineer-in-charge'

lProviciing P.C.C M-200 in nominal mix of (1:'1:5'3) in foundation

iuv,th approve d quality of stone ------do------

leroviOing P C C t\4 -100 with nominal mix of (1'3 6) in foundation

lrvrtn approved quality of stone metal grade - lll ( 50 mm to 25 mm'

Isi; e ) clean coarse sand --do ---lo,.ou,o,no p C C M-75 wrth nominal mix of (1:4:B) in foundation with

iopprou"l quality of stone metalgrade - lll (50 mm to 25 mm )' size

lclcan coarse sand --do --lproviOing R.C.C.M - 150 with nominal mix of (1'2"4 ) in foundation

land plintn with approvecl qLrality of stone chips 20 mm to 6 mm'

lsize qraded and clean ccarse sand of F M 2 5' to 3 including

l=.roJnino shuttering' mixing cement concrete in mixer and

lptucing in position, vibrating, striking, curing (but excluding the

icost of renifr-,rcement, taxes and royalty all complete' as per

lr,,ritCino s',:ecification :rnd direction of E/l

larovioing n c c M _ 200 wiih nominat mix of ( 1:'1:5:3 ) rn foundation

lancl plinth r,vith approvecl quality of stone ---- do ----

lrroviOing R C C.M -150 in band at plinth levelwith

Lr^-l-""lprovrdinq R C C M -200 in band at plinth level withl"l-dc .=--lProvioing R C C M -150with nominal mtxof (1"2"4 )in band at

llintet tevet with --

do --iprovrOing R C C t\i1 -200 with nominal mix of (1"1'52'3) in band at

llrntcl lcvcl with -- do --lproviding R c c M_150 urith nominat mix of (1.2'.4) in lintetwith

irnoroued qu:litv of stone ships 20 mm to 6 mm size graded and

L ' --- "^^ ^:^,. ^r E t\/r ? 6 tn ? inr:lrrclino screenino. centefinq

fKq5

ll-

Item of Work

2

Unit Rate (ln Rs.)Item No

3 41

per M3 | 6e6g.As

,.::, I

;,,, ,,

::llr |:::::i:

Per M3

| ztrs.as

Per Mr I osoz'so

Per M3 | urrr.r,

per M3 | atn.sl

Per M2 |

sotl"ea

i

Per M2 | soo.sr

5.3.8.1

5.3.S.

5.3.9.1

5.3.1CI.

5.3.11

5.3.12

5.3.12.1

5.3.13

s.3.14

5.3.15

c.J. I O. r

5.3.16

I

iI

i

I

I

I

i

i

I

I

I

i

I

I

I

!

I

shuttering, mixing

- do *'--

Providing R C C.M-200 with nominal mix of ('1 1:5:3) in lintelwith

approved qualrty of stone ships 20 mm to 6 mm size graded and

clean coarse sand of F M. 2.5 to 3 including screening, centering

shuttering, nrixing --- do --.-ProvidingRCCM.l50withnominalmixof(1..2..4)inroofslabv/ith

- do *-

Proviiing R C'C M - 200 with nominal mix of ( 1:1:5:3) ln roof slab

v,riih

- do --

Providing R.C.C.M -150 with nominal mix of (1'2"A) in beam

of all types with

- do --

Providing R.C.C.M -200with nominal mix of (1' 1% 3 ) in beam of

,all typcs wlth

- do -

lRroviding R C C M-150 with nominal mix of (1.2.4) in stiffners with

lapproveO quality of stone chips 20 mm to 6 mm size graded and

lclean coarse sand of F M. 2.5 to 3 including shuttering,

I rn ixirrg ----dc,----do---

lRrovrclng R C.C M-200 with nominal mix of ('1:'1:5:3) in stiffners with

lapproved quality of stone chips 20 mm to 6 mm size graded and

lclean coarse sand of F M.2.5 to 3 including, shuttering,

I mixing ----do----do---

lproviciing R C.C M.-150u;ith nominal mixr:f (.1 .2.4 )in columnswith

I do--------

lProviOing R C.C M 200 wiih nominal mix of (1 ' 1%:3 )in columns

l,,virn

- do --

lerovicting av.63 mm thick R C.C.M -150with nominal mixof (1'.2.4)

lchajja with approved quality of stone chips 20 mm' to 6 mm size

lqrarled and clean coarse sand of F.M.2.5. to 3 including making

ldrip.orr." itt concrete sereening. centering, shuttering and mixing|

' r: , -- -1-: l-'

luenrent conc:rete in mixer and placing in posotion, vibrating, Striking,

lO *n., cernent ptaster (1:a) in ceiling and sides of chajja with sand

lof [. ll 1 5 curing ( bur excluding the cost of reinforcement )taxes.

lanct royaliy att complete as per building speclfication and directionI

lof E/l

li,rovioing av 63 mm thick R.C.C.M -200with nominal mixof (1:1:5:3 )

lchalla iri'ith approved qLrality of stone ---- clo ----

lproviciing 25 mm. thick damp proof course with cement concreteI

lf,,l,f SO wilr nomrnal rriix of (1 .2'.4 )wrth approved quality of stone

lchips oi2,J trrm to 6 mnr size gracled and clean coarse sand of

lf .rur Z.S to 3 rnciuding screening, shuttering, and rnixing cementI

iconcrete in rnixer r,vith 5% cico or any other approved water

lproffing compounrl 3nd placllg in position, stri -

.d/67

4-",

Item No Item of Work Unit Rate (ln Rs.)

t 2 3 4

c..). iu. I

5.3.17

5.3.17.1

3.J, ID

5.3.18.1

5.3.'i I

5.3.18.1

5.3.20

61r,1

E, L r.,

E 'J "taJ.J.4J

r', .)t

and royalty all complete, as per building specification and dlrection

of F/l

irroviding 25 mm. thici< rlamp proof course with cement concrete

lvl-200 with nominal rnix of ('1 :'1. 5 : 3 ) with approved ---- do ----

Providing 35mm, thick precast R.C.C.M -150 with nominal mix of

( 1 '.2:4 ) shelves witlr approved quality of stone chips 12 mm to 6 mm

size graded and clean coarse sand of F M. 2.5 to 3 with '1.5 mm

cemerri pLrnning at top and side and 6 mm Cement plaster (1:4) at

bottom including screening, curing, and placing the slab in position

( br-rt exclLrding the cost of reinforcement ) taxes and royalty all

complete, as per building specification and direction of E/|.

Provicling 35mm, thick precast R C.C.M -200 with nominal mix of

( 1 1 : 5 :3 ) shelves wiih approved quality of stone ---- do ----

Providing R.C C.M-150'"vith nominal mix of (1'.2'.4) in stair case

v;ith approved quality oI stone chips 20mm to 6 mm. size graded and

clearr coarse sand of F M 2.5 to 3 including centering, shuttering,

screening, mixing cerncnt concrete in mixer, placing in posttion,

vibrating, striking, curing taxes and royalty all complete, as per

building specification and direction of E/1.

Providinq R.C.C.M-200 with nominal mix of (1:1: 5 :3) in stair case

with approved quality of stone ---- do ----

Providing P.C C. M-150 in foundation with nominal mix of (1'.2:4)

approved quality of stone metal 50mm to 40 mm. size graded and

Iocal river sand (washt:d and screened) including screening,shutter-

ing,mixing,cement concrete in mixer and placing in position, vibrat-

ing, striking, curing. taxes and royalty all complete, as per building

specification and direction of E/|.

Provrcling P C.C M-200 irr foundation with nominal mix of (1:'1:5:3)

approved quality of stcne ---- do ----

Providrng P C C M-150 rvith nominal mix of (1:2'.4) in foundation

with approved quality of Jhama metal 40mm. and down, well graded

::nd local river sand (r,vashed and screened) -do-

Proviclirrg P.C.C M-100 with nominal mix of (1:3:6) in foundation

"rith approved quality of stone metal 60mm to 40mm size ---do-

Providing P.C.C.M-100 with nominal mix of (1:3:6) in foundation

with approve,d jhama rretal 40 mm and down well graded and local

river sand ( vrashed and screened) -do- -do-

Providing P.C C ("1:4:B) in foundation with -do- -do-

Providing 75x125rnm R C.C.M-150with nominal mixof (1 .2.a)l-land rail over brick railirrg with approved quality of stone chips

20 rnnr to 6 inm. size graded and clean coarse sand of F.M 2.5 to 3

finished with cemerrt plaster (1:4) with punning including screening,

Per M2

Per M2

Per M2

Per M2

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

163.20

172.89

477.46

485.80

Lt347 "49

7T8L7,67

4380.99

4875.62

4325.7.8

3807.47

3768"93

3477.22

B{,rt 4--

Iterrr No Iteni of Work Unit Rate (ln Rs.)

1,) 3 4

5.3.24.1

5.3.25

3.J.ZO

r '2 ,),i 4

5.3.27

5.3.27.1

3.J-"{d.l

5.3.2S

( 1 "rrl

5.3.30.1

shuttering, rnixing the concrete properly and placing in position, strtk-

ing. curing and finishcd vriith rounded edges (but excluding the cost

of reinforce ment) anii iaxes all complete, as per building specification

and directiorr of E/l

Providing 75x125rnrn R C.C.M-200 wiih nominal mix of ( 1.1:5:3)

l-lrind rail over brick railing with approved ---- do ---Providing G I pipe hand rails with 40 mm G l. pipe of I.T.C. or

equivalent make properly fitted and fixed in position to rail posts

wrih all necessary accessories and taxes all complete,as per buildlng

:;pecification and drrection of E/|.

irrcvicling 25rnm tlrick precast R.C C.M -150 with nominal mix of

( 1'.2 4 ) jali vuith approved quality of stone chips of 6 mm. nominal

size and clearn coarse sand of F.M. 2.5 to 3 with 1.6mm thick M.S.

wii'e as per arpproved design and drawing and placing the same in

position true to plumb and level and properly grouted with cement

mortar (1 3) including cost of curing, scaffolding and finishing" all

.;onrF-)lete. as per builcling specificaiions and direction of E/l

Providing 25mm thici< precast R.C.C.M -200 with nominal mix of

( 1:1 5:3 )lalrwith approved quality of stone ---- do ----

Pro,,ricing 50mm thick precast R.C.C.M-150 with nominal mix of( 1'2 4 ) lali rvith approved quality of stone chips 12mm and down

wellgraded ;rnd clean ccarse sand of F.M 2.5 to 3 with 1.6 mm thick

1,,4 S. wire as per approved dr-awing and design and placing the same

rn position true to plumb and levelwith 6mm dia M.S.rods placed at

regular intervals both ircrrzontally and vertically as required and

prol:erly grouted with C M. ( 1:3 ) - do- - do-

irroviriing 50rnm thick ltrecast R C C M-200 with nominal mix of

( 1:1 :5:3 ) jali with approved quality of stone ---- do ----

Providing 75rnm thicl< precast R.C.C.M-150 with nominal mix of

t1 2 4; in jari -do- -oo-

Proviclrg 75mm tirick precast R.C.C.M-200 with nominal mix of

(1:1.5 3) in jalt -do- -cio-

Extra for R C C. or P.C.C work for each consecuttve floor above

first floor cornplete as per direction of E/1.

Pro'",icling prr:cast R.C C.M-150 with nominai mix of (.1.24) slab of

clesirecl size rvith approved quality of stone chips and clean coarse

sancl of F.l\4.2 5 to 3 inclucing curtng, shuttering carrying the slab

r:'rr]r'iLially to site and la5ripg in position all complete( but excluding

tne cost of reinforce rrrerrt ) iaxes and royalty, all complete as per

buildirig specification rnd direction of Ei L

Providing precast R C C.M-200 with nominal mix of (1:1:5:3) slab of

aesired size with approved qr:ality of stone ---- do ----

Per M

Per M

Per M?

Per M2

Per M2

Per M2

Per M2

Per M2

Per M3

Per Ml

Per M3

Per M

139.3s

143.82

240.27

7.41.84

501.45

51.2.03

710.24

726.73

144.59

5014.99

s489.86

319.06

,g/

,?,*'-

Rate (ln Rs.)Item of Work

Per M3

Per M3

Per M3

Per M3

2206.96

1495.23

1204.07

Labour charges for hand mixing of P.C.C. for every proportion with

specified F.M. of sand and specified size of aggregate as per speci-

fication and direction of E/|.

Note :- This item of work (5.3.31) will be used by concerned

Executive Engineer when the work is to be done only in remote area

and the quality of cocreting is less than three cubic metres.

Extra for centering and shuttering in R.C.C. Works of beam, stiffner

and column in foundation and plinth (having similar design and

specification as for such works in superstructure ) as per specifica-

tion and direction of E/1.

Beam

$tiffnerColumnExtra amount for scaffolding shall not be allowed in concreting

for casting of ruff as per instruction issued vide T.E.C. letter

[.1o. 1233 dated 27.07.1985.

5.3.31

5.3.32

5.3.32.1

5.3.32.2

5.3.32.3

Yt

5.4,.12

CHAPTER 5.4

WOOD WORK

Supplyrng, frtting and frxing 32mm. thick good quality, well dressed

irnd well seasoned sal 'urooci fully paneled shutters in doors and

vvindorrys wrih 20mm ihick palnels -do- -do-

SLrpplying,fitting and fixing 3Bmm. thick good quality well dressed

we ll seasoncd wood fully paneled shutters ( frame made of sal

2{b0

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

5"4.1

5.4.2

Eil'I

5.4.4

EAE

5.4.6

5.4.7

5..[.8

5.4.9

5.4.10

5.4.11

Supplying frtting and fixrng good quality, well dressed and well

seasoned sal wood worl< in chaukhat in doors, windows skylights,

fanlights and C/W celetialwindows openings, including wedge over

:rll clamps complete including application of two coats of wood prese-

rvative of approved qirality on the surface butting walls and lintels

all complete as per building specification and direction of E/I.

Supplyrng, fitting and fixing good quality, well dressed and well

seasoned teak wood work in choukhats -do- -do-

SLrpplying, fitting and fixing good quality. well dressed and well

seasoned local wood work in choukhats -do-

SLrpplying, fiiting and fixing good quality well dressed and well

se asoneci seri wood worl< in roof members as pillars, plates, rafters,

irurlines, beams and tylre of batten with cost of nuts and bolts

complete wiih cleats (with wooden checks) fitting with screws all

coirrplete as per buikling specification and direction of E/|.

Supplying frtting and fixing good quality, well dressed and well

seasoned local wood rn;ork in roof members -do- -do-

SLrpplying,fitting and frxirrg 3Bmm, thrck good quality well dressed

and well seasoned sal wood battened shutters, ledged and braced

in coors arnd +rindows, v'ritl't oxidised iron fittings such as hinges,

slriing door, bolts, tovrer bolts, handles or rings, hooks and eyes,

cleats, sand blocks as per sclredule. taxes and royalty all

complete as per bLrilding specification and direction of E/l

SLrpplying. fiiting and fixing 32 mm thick - do- - do-

Supplying fitiing and fixing 32mm thick good quality, well dressed

anci vrell seasoned local wood battened shutters -do- -do-

Supptying fittrng and fixing 38mm thick good quality, well dressed.

r,,rt, Il sr:asone:d teak r,vood fully paneled shutters in doors and

r,vi,rdows witir 25 mrrt, lhick panels with one side plain and other

s;lcie charnfered with aiurninium fittings -do- -do-

SLrpplyirrg fiiiing and fixrng 32mm thick -do-

Supplying. fitting and fixing 3Bmm thick good quality. well dressed

and r,veil seasoned sal ltrood fully paneled shutters in doors and

wirrdows witlr 25nrm thick panels r,nrith one side plain and other

side chamfe ied with oxidised iron fitting -do- -do-

Per M3

Per M3

Per M3

Per M3

Per M3

Per M2

Per M2

Per M2

Per lVl2

Per M2

Per M2

59309.82

10826s.81

2s784.69

58129.83

24651.32

43L7.47

3945.34

205L.75

6065.45

s337.12

3889.25

5.4.13

Per M2 3502.29

Itenr l!o Item of Work Unit Rate (ln Rs.)

1 2 3 4

iwood and p;rnels of sisLrrn wood) in doors and windo\/s with 25mm.

lr'rick pancls -do- -oo'

S.4.'lJ l3Lrpplying. friiing and fr;<rng 32mm thick good quality, welldressed,I

lrvell seasoned wood fully paneled shutters (frame made of salwood

land panel of sisum wood) in doors and windowswlth 20mm. thick

lnanels-tlo--do-I

5.4.15 lSuppl,Ting fnling and fixing 3Bmm thick good quality, well dressed,

Irrell se:isonecl teak wood fully glazed shutters in doors wrth aluminiumI

lf tirngs sr.rch as hinges, slidrng doors, bolts. tower bolts,

ilrandlcs o'. rings, irool<s and eyes, cleats, sand blocks as peri

lrcrtt.dule and 5 5 mrr thick plain single glass fitted with teak wood

li,eaOs, taxes all complete as per building specification and direc-I

I ion oi tngineer -in-charge

5.4. j6 lSupplying. frtting anci fixing 3Bmm. thick good quality well dressedI

i.rncl lvell seasoned teak wood fully glazed shutters in windows -do-

l-Oo- ,. pcr scheduie and 4mm, thick plain glass -do- -do-

5.4.17 lSupptyrng ftting and fixing 32mm. Thick ---do--do---I-,

5.4.'iB lSi,ppl,,ing frl{ing and fixrng 38 mm. thick good quality, welldressed

l;no vrell seaisoned sal wood fully glazed shutters in wrndows with

loxlclis-.i iron fitting -do- -do and 3mm thick plain single glass

liitted with sai wood beads, taxes all complete as per building

I speci[ir:aLron and direction of E/l -do-

5.4.19 lSupplying frtting and frxing 32mm thick -do-I

5.4.20 lsLrppiying frtting and fixrng 38mm thick good quality,welldressed

land well seasoned Teak wood 1/3rd glazed and2l3 paneled shutters

lrrr docrs and windows v,iith 25rnm. thick panelswith one side plain

j,rrrci other sicle charnfered with aluminium fittings - do - -do- as per

l.,crrcclLrle ancl 3mm thrck plain glass panes fitted with teak wood

l:-,eads ancl tlxes all cr:rnplete as per building specification and

l'ri'ection of E/l -do-

5.4.21 lsLrpptTing frtting and lr;<ing 32mm thick -do- -do- with 20mm. thick

! .inctr d. - Jo-

5.4.22 lSLrpplying fiiiing and rrxing 3Emm thick good quality, well dressed

landwelt seasonecl saiwood 1/3rd glazed and2l3rd paneled shut-

Iters i* doors and winclor,vs r.vrth 25mm thick panels - do-with sal

li'l,rc'C o,:i.,..1s :Irtci taxo: ro-

5.4.23 iSuppiying fiiting and fixing 32mm tlrick good quality, well dressed

l':nd weli seatsoned salwood 1/3rd glazed and2l3rd paneled shut-I

liers in doc,rs and windoi,vs wiih 20mm thick panel -do-

5.4.?4 lSLrpplvrng IiLting ancl fi><ing 38mm thick good quality, well dressed

li'nc1 ,,vell : easr:ned teark woocl 1i3rd paneled and 2/3rd glazed

lsirutL:rs ir dcors and wincJows with 25mm. thick panels with one

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

3728.96

3374.79

3896.75

4006.75

3378.51

?"633.61

2406.5L

.491"8.98

4362.49

3181.62

2895.28

.r{b\

4-

Item filo Item of Work Unit Rate (ln ns.)

1 2 3 4

5.4.25

5.4.26

t: Jl't'f

5.4.28

5"4.29

5.4.30

r n 1,1

5.4"32

5.4.33

5.4.34

5.4.35

c-4{-JO

5.4.37

5.4.38

side piain and another side chamfered with aluminium fittings -do-

-do- schedule and 3mm thick plain glass panes fitted with teak

',vood beads -do-

SLrpplying; fitting and frxrng 32mm thick -do- -do- with 20 mm thick

paneis ---- clo--

Supplying, friiing and fixlng 32mm thick good quality dressed and

'llell seasoned sal wood -do- with 25mm thick panels with one side

plain and otl'rer side chamfered with oxidised iron fitting -do- -do-

schedule and 3nrnr thick plain glass panes fitted with sal wood

l-reaci* -do- -clo-

liLrpp.lylrrg fiiting and frxing 32mm thick -do- with 20mm panels -do-

SLrpplying frtiing and fixing 3Bmm thick good quality, well dressed,,,vLrll seasoncd teak wood wire netted shutters in doors and windows

with fly prnof screen of 1B S W.G.X.12to16 mesh per Cm2

wiih ,Aluminium fittings -do- -do-

Supplying, frtting and frxing 32mm thick ----do---- do-----

Supplying, fitting and frxing 3Bmm thick good quality, well dressed,,;rell seasoned Sal rryood wire netted shutters in doors and

windows rvith fly proof screen of 1B S.W G .X.12 to 16 mesh per

Crrr2 with oxidised iron frttings -do- -do-

5)Lrpplying friting anci iixing 32mm thick -Co- -do-

IiLrpplrring fitting and fixing 35mm thick solid core type decorative

l,ir:gle lcaf ilush dcor sh'rtter vuith both sicies decorative veneered

'.vlrli biack bcard core bended with high quality phenol formal

clehydes synihetic resin of standard make r,vith Aluminium fittings

:uch as hinges, tower Lrclts, irandie, cleats and sand blocks and

laxes all conrplete as pe r building specrfication and direction of E/l

Supplying fitting anci fixing 35mm thlck solid core type decorative

clouble leaf flush door shutters -do- -do-

SLipplyrng firiing and fixrng 30mm thick solid core type decorative

single leaf flush door shutter -do-

Supplving. fitting and frxing 35mm thick solid core type decorative

singlle leaf flush door shutter with one side teak decorative and

irnothei" siCe commerci:l veneered -do-

SLrpplyrng: firting and fi;<ing 35mm thick soltd core type decorative

doui.:le ie;:f fiush door sltutter -do-

Srrp;pl,lrng,fitting arrd frxing 30mm thick solid core type decorative

:;ingie leai flush dcor shLiiter -do-

Suppriying fiiting and fixing 35nrm thick solid core type non-

Cecorati,,,; single leaf flush shutters in doors and windows with

black boarid core blended rvith high quality phenol formal dehyde

synthetic resin both side comrnercial veneered of standard make

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per N12

Per M2

Per Mz

Per M2

Per M2

4436.05

3953.15

"2762.44

2515,15

4t92.60

3757.24

2784.79

2534.29

1845.13

1986.9V

1803.25

1633.16

1775.0L

1590.96

f,/,{-'*

Item i\o Item of Work Unit Rate (ln Rs.)

2 3 4

5.4.39

5.4.40

5.4.-i1

5.4.42

5.4..t3

5.4.4,1

5.4,45

5.4..4{;

5.4.47

5.4,4"8

vvith oxidised iron fittirrgs -do-

Supplying fitting and fixing 35mm thick solid core type non-

decorative double leaf flush shutters -do-

Supplying fiiting and fixing 30mm thick solid core type non-

decoratlve srngle Ieaf llush shutters -do-

Supplying, fitting and fixing 30mm thick solid core type non-

decorative double leaf flush shutters -do-

$upplying fitring and fixing 30mm thick solid core type non-deco-

rative single leaf 1/3rd glazed flush shutter in doors and windows

v;ith biack board core blended with high quality phenol formal

clehydes synthetic resin both side commercial veneered of

standard rnake with top glazed of size 95cm x 20 cm. or as

specified fitted with 3 mm thick glass panes of standard make with

oxidised iron fittings -do-

Supplying,fitting and frxing 30mm thick solid core type non-deco-

ralive double leaf 1/3rC glazed flr-rsh shutter in windows -do-

Supplying, fitting and fixing 40mm. thick hollowcore and cellular

lype non-decorative single leaf light weight flush door shutter

with proper cross bands and well with equally distributed voids,

ihr-ough out iLonded with high quality phenol formal dehyde synthetic

resin,both sicies comrnercial veneered of standard make

with oxidised iron lrttings -do-

SLrpplying fiiting and fixing 35mm thick -do- -do-

SLrpplyrng,fitting and fixing 20mm thick solid core type non-deco-

ralive dor"rble leaf flush shutters in cup boards with black board

core blended with high quality phenol formal dehyde synthetic

resin bcth side cornnrercial veneered of standard make with

oxidised iron fittings -do-

Provrding ply wood pariition upto 2.5M. height with 4mm thick

commercial ply wood of standard make fitted and fixed both sides

over sal r.n,ood frame of 50x50mm posts at 122cm.cenlres and 3nos.

50x50mnr horizontal nrembers including cost of anchoring the partition

io flcors ancl walls properly and providing 2 coats of

synthetic enanrel oaint over a coat of priming of approved shade

anci make and learring space for doors if necessary all complete as

per drawing specificatrorr and direction of E/|.

Providing werll panelling v,rith 3.5mm thick teak veneered decorative

ply v,rood of standard rnake fitted and fixed over 50x12mm sal wood

beads al't22mm cenlres properly screwed to walls including cost

of spirit polisiring over ply wood and 2 coats of wood preservative

paint over the beads of approved sh:lde and make all complete as

i:er specification and direction of E/|.

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

L392.40

1534.25

1315,21

1457.45

1765.68

L420.67

N.D.

N,D.

1215.15

807.71

N.D.

.db2

*-

Item No Item of Work Unit Rate {ln Rs.)

1 2 3 4

5.4.49

5.4.50

5.4.51

5.4.52.1

5.4.52.2

5.4.52.3

5.4.52.4

5.4.52.5

s.4.52.6

5.4.52.7

5.4.52.8

5.4.52.9

5.4.s2.10

5.4.52.11

5.4.52.12

5.4.51.1

5.4.51.2

5.4.51.3

5.4.51.4

5.4.51.5

5.4.51.6

5.4.51.7

5.4.51.8

5.4.51.9

5.4.51.10

5.4.51.11

5.4.51.12

5.4.5't.13

5.4.52

Supplying, fitting and fixing 12mm thick and 150mm high solid teak

veneered decorative ply pelmet with 20mm dia aluminium pipe with

teak woori brackets and all fittings and properly fitted to wall,

with screws including cost of spirit polishing all complete as per

specification and direction of E/I. (Mode of measurement span

Iength edge to edge).

Providing 50x150mm teak wood Handrail with good quality of teak

wood of av. 2.5M. length with smooth finishing and rounded edges

properly fittecl to the railing including cost of spirit polishing of

approved shade and make all complete as per drawing specificatton

and direction of E/l

SLrpplying,fitting and fixing oxidised iron fittings of approved quality

and make to doors and windows all complete as per buildlng

specification and direction of E/|.

100 mm Butt Hinge

75 mm Butt Hinge

50 mm Butt Hinge

300 mm sliding door Bolt

300 mm sliding door Bolt

250 mm Tower Bolt

150 mm Tower Bolt

100 rnm Tower door Bolt

100 mm. door handle with Plate

75 mnr. door handle lvith Plate

Hook and eye

100 rnm. lron Rrngs

75 mm. lron Rrngs

SLrpplying fiiting and fixing aluminium fittings of approved quality

and make to doors and windows all complete as per building speci-

fication and direction of E/l.

100 mm Butt Hinge

75 mm Butt Hinge

50 mm Butt Hinge

300 mm sliding door Bolt

250 mm sliding door Bolt

250 mm Tovver Bolt

150 mm Tower Bolt

100 mm l-ower door Br:lt

100 mm. door handle with Plate

75 mm. door handle wiih Plate

Hook and eye

100 mm. Aluminium Rings

Per M

Per M

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

906.74

N,D.

28.18

25.46

25.46

177.L6

177.16

46.93

33.60

3L.79

28.62

N.D.

46.68

N.D,

N.D.

27.66

24.64

N.D,

82.58

N.D.

59.38

47.66

40.L1

39.34

N.D,

l\1.D.

N.D.

s{'L+

Item No Item of Work Unit Rate (ln Rs.)

L 2 3 4

5.4"52.13

5.4.53

5.4.54

5.4.55

5.4.56

5.4.57

5.4.57.1

5.4.57.2

5.4.57"3

5.4.57.4

5.4.57.5

75 mm Aluminium Rings

Supplying fitting and fixing godrej mortice lock in flush door shu!ters with 4mm. transparent plastic sheet push plate 125x250mm.

size on bcth sides all complete as per direction of E/|.

Su pplying, fittin g and fixing prefabricated cheq uered alum in ium

kick plate '150mm wide on flush door shutters all complete as per

direction of E/I.

Supplying,fitting and fixing salwood fittings to doors and windows

all complete as per birilding specification and direction of E/|.

(a) Sand block

(b) Cleat

Renewing fly proof wire netting in doors and windows with fly proof

screen of 18 S.W.G x12 to 16 mesh per cm2 with sal wood beads all

complete as per specrfication and dtrection of E/|.

Supplying fitting and fixing glass panes including supplying putty,

beads and nails after tal<ing out old and broken glass panes and

disposal of debris all complete as per building specification and

direction of E/1.

3 mm. Plain

4 mm. Pli:in

5.5 mm. PIain

3 mm. Hamrnered

4 mm. Hamrnered

Per M

Each

Each

Per M2

Per M2

Per M2

Per M2

Per M2

Each

Each

Per M2

6L.L4

29.90

408.56

561.45

152.3t

431.01

480,00

N.D.

N.D.

N,D.

426.27

4.-

p{(b,

CHAPTER 5.5

STEEL WORK

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

5.5.1

5.5.2

5.5.3

EEA

5.5 5

556

5.5.7

5.5.8

5.5.9

Providing reinforcement(Round bars confirming to l.S. 432 dia' In mm (l'S.

2062 Gr A)of 6 & B mm. dia rods as perapproved design and drawing

excluding carriage of bars to work site, cutting, bending, and binding with

annealed wire with cost of wire, removal of rust, placing the rods in position

all complete as per building specification and direction of E/I.

(i) 6 mm dia Gr. A (Only valid for SAIL & TATA Steel)

(ii) B mm dia Gr. A (Only valid for SAIL & TATA Steel)

Providing plain M.S. reinforcement above 6mm. but upto 12 mm.dia

M.S. bars as per approved design and drawing excluding carriage of

M.S. bars to work site. -do-

Providing plain M.S. reinforcement of 14mm. to 50mm. dia bars and

above as per approved design and drawing -do- -do-

Providing Tor steel reinforcement of 8mm. dia rods as per approved

design and drawing -do- -do- TMT Fe 500 (Only valid for sAlL & TATA Stee

Providing Tor steel reinforcement of 1Omm.,12mm & 16 mm dia bars

as per approved design and drawing -do- -do-

(a) 10 mm (TMT coil Fe 500) (Only valid for SAIL & TATA Steel, JSPL,

and Vizag Steel)

(b) 12 mm (TMT coil Fe 500) (Only valid for SAIL & TATA Steel, JSPL,

and Vizag Steel)

(c) 16 mm (TMT coil Fe 500) (Only valid for SAIL & TATA Steel, JSPL,

and Vizag Steel)

Providing Tor steel,reinforcement of 20mm, 25mm, 28mm, 32mm

dia bars as per approved design and drawing -do- -do-

20125 mm dia TMT bar Fe 500 (Only valid for SAIL & TATA Steel)

JSPL, and Vizag Steel)

28132 mm dia TMT bar Fe 500 (Only valid for SAIL & TATA Steel)

JSPL, and Vizag Steel)

Supplying, fittrng and fixingl6mm dia M.S.gratings (inclusive) of one

25x 6mm M.S. flat for height exceeding 1M. with necessary holes)

towindows making holes in choukhats,cutting bars to size, fitting

land fixing the same in position, including straightening the bars allI

lcomplete as per building specification and direction of E/|.

lSupplying, fitting and fixing 250 x 20 x 6mm L-type M.S. clamp properly

lfisntaiteO, including making holes and setting the same inI

lezSxt 25x75mm. Cement concrete block ('1 .2:4) with cost of all

llabour and materials and taxes as per building specification andI

ldirection of E/1.I

lsupplying frtting and fixing 250x20x6mm Ltype M.S.clamp properly

Itirf,trit"O, rncludinq making holes and setting the same in250x125x

Per MT

Per MT

Per MT

Per MT

PeT MT

Per MT

Per MT

Per MT

Per MT

Per MT

Per MT

Each

58849.54

58849.54

N.D.

N.D.

65841..84

65847.84

63762.52

63762.52

63762.52

63762.52

60875.06

69.68

*{

bb

Item No Item of Work Unit Rate (ln Rs.)

I 2 3 4

5.5" 10

5.5.'1 1

q c:, 1,

5.5.'13

5514

5.5.'15

5.5 16

75 mm -do-

Supplying,fitting and fixing 150x20x6mm L-type M.S.clamp properly

fishtailed, including making holes and setting the including making

holes and setting the same in 200x125x75 mm -do-

Supplying,fitting and fixing 100x20x6mm.Ltype M.S. clamp properly

fishtailed, including making holes and setting the same in

125x100x75mm -do-

Supplying,frtting and fixing M.S. grill made of 20x6cmm M.S. flat as

per approved design and drawing, properly fabrlcated with joints

continuous fillet welded and finished smooth, carriage of grill to

work site, hoisting as per building specification and direction of E/1.

(where materials is not supplied by the deptt.)

Providing and fixing fan hook of '16 mm dia M.S. bar 1 metre long

bentto required size and shape,placed in position and fixed in R.C.C

slab/beam at the time of casting all complete as per building

specification and direction of E/|. (where material is not supplied

by deppt.)

Supplying,fitting and fixing callapsible gate of approved size and

make properly fabricated with vertical double channels 20X'10X2 mm.

at 100mm. Centres and braced with M.S. flat diagonals 20 X 3mm,

with top and bottom rails of T. iron 40x40x6mm with 38 mm dia steel

pulleys complete with bolts, nuts, locking arrangements, stoppers,

handles, including applying a priming coat of red lead paint, car

riage, hoisting and taxes all complete as per building specification

arrd direction E/|.

Supplying, fitting and fixing rolling shutter of approved size and

make up lo 12M2 area with push and pull operation properly

fabricated with B0x1 .22mm. M.S. lathes of white sheet. machine

rolled and inter locked together through their length and jointed

together at ends by end locks mounted over 38mm. dia light M.S.

black pipe shaft with end brackets made to size from 3mm. M.S.

sheet, guide channels made of 12 gauge sheet and 16/62 size SKF,

NBC or equivalent bearings, one piece lock plaiewith special2 nos

7 lever brass locks with in side and outside locking arrangement

including cost of coiled type springs, stoppers, priming coat, greasing

and taxes all complete as per building specification and direction of

E/I. (Mode of measurement as per size of opening & when materials

rs not supplieci by the deptt.).

Supplying,fitting and fixing rolling shutter of approved size and

make above 10M2 area with provision of reduction gear operated

by rnechanical device, properly fabricated with 80x1.22mm. M.S.

lathes - do- (v;here matenal is not supplied by the deptt.).

Each

Each

Each

Per Kg

Each

Per M2

Per M2

Per M2

65.29

59.96

s5.77

73.74

7L4.37

4324.55

N.D.

N.D.

Nq 4""

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

4( 17

EE 1B

A E lO

tr E an

5521

5.5.22

5.5.23

5.5.24

5525

5.5.26

5.5.27

Supplying,fitting and fixing top cover for rolling shutter of 'lBguage

(1.22mm thick) M.S. sheet of required shape and size including

applying priming coat with red lead paint and taxes all complete as

per building specification and directron of E/|.

Supplying, fitting and fixing fully glazed steel door, windows or

ventilations of standard rolled 'Z' and mullton steel sections and size

as per lS- 1038 joints met and welded with '100x16x3mm M.S. lugs

fixe,J in cement concrete (1'.2'.4) blocks 15x10x'1Ocm, size including

cost of oxidised iron fittings, with hinges, handle per steps, catch

springs 3mm thick plain glass panes with Aluminimum beads and

inner frame fixed with lugs with 20mm long 6.3mm G.l. counter sunk

machine screw and nuts and applying a coat of red lead paint

carriage to work site hoisting and placing in position in all storys and

taxes all complete as per building specification and direction of E/|.

Supplying, fitting and fixing 20mm dia M.S. bar'lmeter long holding

down bolt with nuts washers 100 x '100 x 6mm plate fitted and fixed

with cement concrete('1 '.2'.4)as per approved design all complete

as per building specifrcation and direction of E/1.

Labour for fitting and fixirrg G.l. woven wire fencing including fixing

of post in cement concrete at 2.5M centres including cost of

staples (but excluding the cost of cement concrete angle iron post,

its cutting and making holes, nuts and bolts) all complete as per

building specifications and direction of E/I.

Labour for fitting and fixing barbed wire fencing in four rows horizontal

upto a height of '1.25M. and two diagonals including fixing of post

in cement corrcrete at 2.5M. centres including cost of staples -do-

Labour for fitting and fixing barbed wire fencing in six rows,

honzontal upto a height of 1.85M. -do-

Drilling 6mm dia holes M.S. angle iron for fixing of staples etc. as

per building specification and direction of E/|.

Labour for cutting of M.S. Angle iron post to required length, one

end splitted as fishtailed in a length of 150mm complete as per

building specification and direction of E/|.

Supplying,fitting and fixing strainging bolt with nut size 25cmx'l0mrrr dia to tighten the barbed wire corner postcomplete as per

building specification and direction of E/|.

Labour for hoisting, placrng and fixing in position R.S. joist or tee

including cutting to required shape and size straightening all complete

job (but excluding the cost of joist or Tee) as per direction of E/|.

ln Ground FloorIn First FloorSupplying,fitting and fixing 40mm dia G.l pipe fitted and fixed in

Per M

Per M2

Each

Per M

Per M

Per M

Each

Each

Each

Per MT

Per MT

N.D-

3420.92

t86.02

33.49

37.36

52.81

6.s0

zo.3L

7.63

8235.10

13434.85

Kb0

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

5.5.28.

5.5.29

5530

tr E 14J.J,J I

5.5.32

5533

5.5.34

floor outlet to drain out water, in cement concrete including cutting

hole, making good the wall and finishing, all complete as per building

specificatron and direction of Eil.

Labour for fabricating, erecting, hoisting and fixing in position

structural steel work in R.S. joist, channel, Angle, Tee, flat, plate,

latice member, built up compound section in column, girder, stair

case, or truss including cost of gusset plates,holding down bolts,

anchor plates at all heights and depths, bolting, welding(machining

whe rever necessary) with applying a priming coat of red lead paint

ali complete as per approved drawing building specification and

direction of E/1.

Supplying,fitting and fixing 20 guage G.C.l. sheet gate fitted on M.S.

Angle frame of size 60x60x6mm. including cost of fabrication, pro-

viding necessary locking arrangement with haskal and domny duly

fixed in P.C.C. (1".2.4 ) blocks of required size, applying a priming

red lead paint over steel work, taxes all complete as per drawing

specrfication and direction of E/|.

Supplying,fitting and fixing M.S. grill gate with M.S. grills made of

20xGmm M S. flats or 16mm. M.S. square bars fitted on25x25x

6mm. M.S. Angle frame -do- (when steel is not supplied by the

deptt.).

Supplying, fitting and fixing steel gauge with 16mm. diaTMT bars

at 1Scm. centres with spear shaped top ends projected 225mm be-

yond frame fitted on 40x40x6mm M.S. Angle frame of size 60x60x

6mm including cost of fabrication, providing necessary locking

arrangements with haskel and domny duly fixed in P.C.C. (1'2'.4)

blocks of required size. applyrng, priming coat of red lead over steel

work, taxes all compleie as per drawlng, specification and direction

of E/|.

Providing 40x6mm. M.S flat rail under the gate welded with 150mm

long '10 mm. dia M.S. rods bentto'L'shape at 1 M. centres and

fixed in concreie pavement properly with cost of 40mm dia 25mm

wide C.l. roller welded to gate. taxes all complete as per drawing

and direction of E/1.

Supplying,fitting and fixing M.S 40x40x4mm 152062 Grade A

tu1 S. angle hoistingin steps, welded with 6mm dia and 75mm long

M S. rods, anchorage fixed in concrete steps at the time of casting,

including taxes ali complete as per direction of E/|.

Supplying,fitting and fixing 50x20x3mm Aluminium strip edging in

steps fixed in concrete with 25rlm.size counter sunk wood screws

at 20cm Apart taken dovrn in concrete with the help of teak wood,

rarl plr-rg, 2)x20x7Smm properly secured in concrete with detofix

Each

Per MT

Per M2

Per Kg

Per M2

Per M

Per M

110.38

19141.56

3518.16

97.07

2566.24

137.88

L61.1-6

6b1

b{"-'

Item No Item of Work Unit Rate (ln Rs.)

L 2 3 4

cementing powder including taxes all complete as per building

specifications and directron of E/|. Per M N.D.

&-"

*e

ry

CHAPTER 5.6

FLOORING WORK

Item No Item of Work Unit Rate (ln Rs.)

7 2 3 4

5.6.1

5.6.2

5.6.3

5.6.4

5.6.5

5.6.6

5.6.7

5.6.8

5.6.S

5.6.10

5.6.1'l

Providing designation 75A one brick flat soling joints filled with

local sand including cost of watering taxes royalty all complete as

per bLrilding specification and directton of Eil.

Providing designation 75A one brick on edge soling - do- ----do-

Providing designation 758 one brick flat soling - do- ----do-

Provicling designation 758 one brick on edge soling - do- ----do-

Providing average 150mm thick dry rammed khoa beaten to 1'12mm.

(compacted with water) made of well burnt or jhama bricks including

ramming properly till compacted thickness is achieved, curing

and carriage of water with all leads, making proper slope and

blending the top with cement mortar (1:10) allcomplete as per

building specification and direction of E/|.

Providing designation 75A brick on edge flooring in cement mortar

(1:4) with top surface flush pointed in cement mortar (1:4) with

approved quality of sand including the cost of curing, taxes, royalty

all cclmplete as per building specification and direction of E/|.

Proviciing 25mm thick first class patent stone flooring (1:2:4)with

stone chips in two layers, bottom layer 19mm. thick (1:2.4)with

12mm to 6mm. size graded stone chips and top layer 6mm. thick

(1:2) with 6mm down stone chips, in panels including cost of curing,

finishing the surface smooth by rubbing with carborandum stone,

taxes and royalty with all complete as per building specification and

direction of E/1.

Providing 25rnm thick 2nd class patent stone flooring (1:3:5) with

12mm, to 6mm size graded stone chips and top layers 6mm thick

(1.3) with 6mm. down stone chips in panels ---do- -do-

Providing 50mm thick cement concrete flooring (1.2.4) with 20mm to

6mm. size graded stone chips finished with flooring coat of neat

cement in panels -do-

Provicling '12mm. cement plaster (1:3) with clean coarse sand of F.M

1.5 with floating coat of neat cement in skirting including rounding

of junctions with floor curing, taxes and royalty all complete as per

building specification and direction of E/|.

Providing and laying 6mm. thick mosaic flooring of approved texture

and colourover25mm. thick P.C.C. (1'.2.4) basewith ''lmm down

stone chips and sand of F.M.2.5 to 3 rubbed and polished to

gtanolilthic finish with approved quality of carborandum stone, top

layer of 6mm. being lzrid with 4mm. and down marble chips of

approved quality and shade in ratio (1:2) cement and marble dust

mixed in ratio of (3,1) by weiglrt, marble chips) including casting in

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

238.38

378.27

23L.26

366.34

L55.22

532.L8

2s7.98

232.52

400.60

1-85.45

)tryt

Item [{o Item of Work Unit Rate (ln Rs.)

I 2 3 4

s.6.12

5.6.12.1

5.6.12.2

5"6.13

5.6.{4

5.6.14.1

5.6.14.2

5.6.14.3

5.6.'I5

5.6.15.1

5.6.15.2

5.6.16

5.6.16.1

5.6.'tii.2

approved block, curing, taxes and royalty all complete as per

building specification and direction of E/|.

(a) With 100% ordinary cement :-(b)Wrth 100% white Cement:-Provide and laying 6mm. thick mosaic in skirting dado, steps and

pillars of approved texture and colour over 12mm thick cement

plaster (1:3) base with sand of F.M. 1.5. rubbed and polished to

granolithic finish, vvith approved quality of carborandum stone top

layer of 6mm being laid with 4mm. and down marble chips of

approved quality and shade in ratio (1:2), cement and marble dust

rnixed in ratio (3:1) by weight of marble chips including cost of

curing, royalty and taxes all complete as per building specification

and direclion of E/|.

With '100% ordinary Cernent :-

With 100% vvhite Cement :-

Extra for providing and frxing 30x4mm glass strips in joints of flooring,

complete job as per specifications and direction of E/|.

Providing and iaying hydraulically machine pressed terrazo tiles

20mm thick of approved texture with down marble chips of approved

shade, size and qLraliiy, Iaid on 19mm. thick bed of lime mortar

(1:1:1) (lime surkhi sand) with neat cement slurry mixed with

pigment to match the shade of tiles between joints, including

rubbing and polishing to granolithic finish with approved quality of

carborandunt stone including cost of curing, royalty and taxes all

complete as per building specification and direction of E/1.

(1) Grey colour wrth '100% ordinary cement

(b) Other colour exclr"iding grey with 100% original cement.

(c) Any light color-rr rryiih 100% white cement

Providing and laying nydraulcally machine pressed terrazo tiles

25mm thick of approved texture with 7mm down marble chips -do-

(1) Any light colour with 100% white cement.

(2) Any colour with 100% white cement.

Providrng and lying hydraulically machine pressed precast lerrazo

tiles 20mrn thick in skiriing of approved texture with 4mm down

marble chips of approved shade, size and quality over 12mm

thick cement plaster (1 3) base with neat cement slurry mixed with

pigment to match the shape of tiles between joints, rubbed and

polished to granolithic frrrish with approved quality of carborandum

stone includirrg cost of curing, royalty and taxes all complete as

per buildiirg speciiication and direction of E/|.

Grey colour ivith 100% ordinary cement.

Other colour exclLrciing grey with '100% ordinary cement

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

988.42

L043.32

11"00.41

1155.31

28.64

864.93

899.35

954.25

N.D.

hJ.D.

964.7s

999.18

)r{

7vl'-

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

5.6.16.3

5.6.17

5.6.18

5.6.19

5.6.20

5.6.21

5.6.22

5.6.23

Any light vvith 100% white cement

Provlding and laying 6rnm. thick rough grit wash mosaic in exterior

walls of approved textr:re and colour with 4mm. down marble chips

of approved shade, size and quality with 100% ordinary cement over'l2mrn. thick cement plaster (1:3) base, cost of panels and finished

vriili grit wash and rubbedto give granolrthic finish including cost

of curing, scaffolding, frrrishing, royalty and taxes all complete, as

per specif ication and direction of E/l.

Labour for cutting old mosaic or precast terrazo tiles including cost of

removing dirt rubbing and polishing to granolithic finish with

approved quality of carborandum stone including cost of curing,taxes

and royalty all complete as per building specification and direction

of E/l

Provrcting and laying 25rnm. thick kotah stone slab flooring

of approved size, iexture and colour over 19mm. thick base of lime

morter (1 1 :1) (lime putty:surkhi:coarse sand) laid over and jolnted

with grey cement slurry mixed with pigment to match the shade of

slab including rubbing and pollshrng to granolithic finish with approved

quality of carborandurn stone including cost of curing, taxes

and royaliy all complete as per building specificationand direction

af Ell.(i) 3001300 rnm size

(ii) 375x375 rnm size

(iii)a50x450 mm size

(rv)600x600 mm size

Providing and laying 25mm. thick kotah stone tiles in risers

of steps, skiiting and pillars of approves size, texture and colour laid

cver 12mrn. thick cement mortar (1:3) and.loined with grey cement

slurry mixed with pigment to match the shade of the slab including

rub bing to granolilthic finish with approved quality -do-

Providing and laying 25mm. thick white makrana marble stone slab

flooring of approved quality over'19mm thick base of lime mortar

(1:'1:1)(Lirne putty surkhicoarse sand) laid and joined with white

cement slurrv includirrg rubbing and polishing -do- -do-

(i) 300x300mm

(ri) 300x600rnm

lrrovrding and laying 25mnr.thick white rnakrana marble tiles in risers

of step, skirtlng and pillars of approved quaiity over 12mm thick

base of cement morlar (1:3) and jointed with white cement slurry

-do- -do-

Providing and layrng 6nrm. precast white glazed tiles in walls over

12mm. cement mortar (1 :3) and iointed with grey cement slurry

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

1054.08

944.03

267.9!

1350.28

r.419.80

L4s5.w

L455.t7

L472.60

2605.84

2808.79

3 r.89.39

ldqy

Iterr lJo Item of Work Unit Rate (ln Rs.)

{r(\ ,

'l -r'u

1 2 3 4

5.6.23.1

5.8.23.2

5.6.23.3

5.6.23.4

5.6.?3.5

5.6.23.6

5.6.?3.7

5.6.23.8

5.6.24

5.6.25

5.6.2ri

5.6.!7

5.6.?8

flush pointed with white cement including rubbing, polishing and

cost of curing taxes, and royaity all complete as per building

specification and direction and of E/1.

With "A" grade white 15 X '15 cm. Tiles.

With comrnercialgrade white 15x15cm tiles

With'A' grade coloured 15x15cm tiles

With commerrcial grade colour 15x15 cm tiles

With 'A" grade white 10x10 cm tiles

With comrnercial grade white 10x1Ocm tiles

A grade coloured 10 x '10 cm iiles

With commercial grade coloured 10x1Ocm tiles

i:xtra for flooring vvork for each consecutive floor above first floor

complete as per direction of E/|.

Provrdirrg articulation jornt in floor with cost of 5cm" thick precast

R C.C.(1.2:4) slab, joints frlled with 10mm. bitumen allcomplete

including cost of all labour and materials (excluding cost of rein

forcement) complete lob as per building specification and direction

of E/r @- +_ a\--P of, ,xkJv'Providing and laylng vitrrfied floor tiles in d#fu+elrl sizes (dhiekness te be

/A.-s.nar:ified b), ihe nrantrfaeture+) with water absorption less than 0 0B%

and confcrming to lS: 15622, of approved make, in all colours and ho,v.shadds, laid on 20mrr thick cement mortar '1:4 ('l cement : 4 coarse

sand), jointrng with grey cement slurry @ 3 3 kg/ sqm includin g *d

grouling the loints vuith white cement and matching pigments etc , I'1"conrolete%ize of I ile 1200x300 nrp1ffiffifua56*tr. ,\\.For Stair

V,+2,\t''# "' n 9 / : rct*s )^ar a"(

irrovicling and iaying,vjk#ft-d-flee+-tileis in different sizes (thickness to bespecilrecl by the mairLrlacture;r)with water absorption less than 0.08%ancr con[ormrng to iS u4€]+- of anoroved make. in all colours and shades

t:i,J on 2orrm thicx ccri6fffiL;\.&r'tT (1 cement : 4 coarse sand),

lointing with grey cement slurry @ 3 3 kg/ sqm inclu{ino grouting thejoints with white ceme nt arrd rnatclring pigments etc-; complete. Size of

]

Iile 300x30(t x 10 mrl size s- I 1

D @btz tLa,a 5^ |

lrrovic'ing and laying,r"ritrified floor tiles in diiierent sizes (thickness to be i

specrfred by lhe maiirifacturer) with water absorption less than 0.08% I

arrcl conformrng to lS 15622f of {pupiJu1h'*ake. in all cotours and I

shacjes laid on 20mrn tlrick'cement mortar 1 4 (1 cement:4 coarse I

sancl) lointing witir grey cement slurry @ 3.3 kg/ sqm including I

grouting tiie joints v/ith v/hite cement and matching pigments etc., I

cornplete Size of l-ile 600x600 mm fBou"He-ehalqd . I

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M

6) s{*-},

V,w)) z

l''k *

Per M2

Per l\12

Per M2

L064.66

rc64.66

N.D,

L074.45

r.{.D.

N,D.

N.D.

r.,J.D.

L4.68

LL7,78

{-}.lr.s 8lnxr, frnh>r.r.hcss "*\

1596.65

776.02

8C7.72

.t

6&

,67q

Rate (ln Rs.)Item of Work

L243.60

Providing and laying vitrified Cool tiles in different sizes (thickness to

be specified by the manufacturqf with watel abqo.;ptiqrylgqs thqn 0.08%and conformins to rS: tswl rlsafuTo{to Af ?o{&t?€gnd shades,laid on 20mm thick cement inortar 1:4 (1 cement : 4 coarse sand), jointing

with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with'hite cement and matching pigments etc., complete. Size of

ile 300x300 mm *, o n n;ificK t

9.Ys SoW z-$"'hra \vdYfGRDy/,'/!t,! nLjsnLL be*. 6.b6^(e-TY,

d--"-

{^-

CHAPTER 5.7

PLASTER WORK

Item No Item of Work Unit Rate (ln Rs.)

L 2 3 4

5_7,1

5.7.2

c. /.J5.7.4

5.7.5

5.7.6

5.7.7

5.7.8

5.7.9

5.7.10

5.7.'r1

5.7.',12

5.7.13

5.7.14

5.7.15

5.7 "16

5.7.17

5.7.i I

5.7.19

5.7.20

Providing 12mm. cement plaster (1:3)with clean coarse sand of F.M.

1.5 including screening, curing with all leads and lifts of water,

scaffolding taxes and royalty all complete as per building specifica-

tion and direction of E/|.

Providing 12mm. Thick cement plaster (1:4) -do-

Providing 12mm. Thick cement plaster (1:6) -do-

Providing 12mm. Thick cement plaster (1.8) -do-

Providing 12mm. Thick cement plaster (1:10) -do-

Providing 6nrm. Thick cement plaster ('1:4) in ceiling with clean

coarse sand of F.M. 1 5 -do-

Providing cement deep rulled pointing (1:3) with clean coarse sand

of F M. 1.5 -do-

Providing cement flush pointing (1:3) -do- -do-

Providing tuck pointing (1:3) cement on brick work *do ---do-

Provicling tuck pointing in cement on stone masonary ('1:3) -do- -do-

Providing 1.5mm. cement punning including curing, carriage of water

withall leads and Iifts as per building specification and direc-

tion of E/I.

Providing 25rnm. thick cement plaster (1:4) with clean coarse sand

of F.M. 1.5.including screening, curing with all leads and lifts of

lvater, scaffolding taxes and royalty all complete as per building

specification and direction of E/l.

Providing 25mm thick cement plaster ('l:6) -do- -- do-

Providing 12mm. thick water proof cement plaster (1 :3) with clean

coarse sand of F,M 1.5 with 5% cico or any other approved water

proofing compound including. -do-

Providing .19mm. thick water proof cement plaster (1:3) - do-

Providing 25mm. thick water proof cement plaster -do-

Providing rough cast plaster in 2 layers, the bottom layer being

12mm" thick in cement mortar ('1:3) and top layer finished with

gravel, pebbles or crushed stone as per specified cement mortar

(1 :3) -do-

Providing 12mm, cement lime plaster (1.2.4) (cement:lime putty:

sand) with approved quality of lime and clean coarse sand of

F.M. 1.5 -do-

Provicling 12r'nm. Iime plaster (1:1 :1) (lime putty:surkhi : sand) wlth

approved quatity of lime. surkhi and clean coarse sand of

F.M. 1.5 -- do-- all complete as per direction of E/[.

Extra for plaster work over exterior surface for each consecutive

floor above first floor including cost of scaffolding etc. all complete

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per

Per

M2

M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

t40.52

733.47

t24.60

120.20

717.54

L36.62

133.96

98.32

146.02

191.46

43.15

202.64

L84.94

t48.96

2A8.46

21,9.51

278.02

t25.87

L25.67

JC7b

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

5.7 "21

5.7.22

Note

as per direction of E/|.

Making 6x6mm grooves in plaster surface over walls truely horizon-

tal or vertical as specified. at regular intervals, at all heights

including cleaning, finishing, scaffoding and curing wth all leads

and lifts of water all complete as per building specification and

direction of E/|.

Providing articulation joint in walls with cost of 6mm. asbestos

sheeting nailed or screwed to columns or walls and flushed with

plaster including cost of all labour and materials complete job as

per building specifiation and direction of E/I.

Extra lump-Sum amount for scaffolding shall not be allowed

in case of interior wall upto first floor (vide T.E.C. letter No. 1233

dt27.07.1985).

Per M2

Per M

Per M

14.68

75.40

81.74

*-

+t rc

CHAPTER 5.8

FINISHING WORK

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

5.8.1

5.8.2

5.8.3

5.8.4

5.8.5

5.8.6

5.8.7

5.8.8

5.8.9

5.8.10

5.8.11

J;.E-12

5.8.13

5.8.14

5.8.15

5.8.16

White washing one coat over old surface with approved quality of

lime including cost of cleaning surface thoroughly and removing the

scales of smoke and mosh marks with jhama rubbing, scaffolding,

washing, of floors and taxes all complete as per building

specification and direction of E/|.

White washing hruo coats over old surface -do-

White washing three coats over new surface -do-

Colour washing one coat over old surface wrth approved quality of

lime in aapproved shade including -do-

Colour washing one coat over a coat of white wash over old surface

do-

Colour washing twocoats over a coat of white wash over new surface

do-

Chalk washing one coat with approved quality of chalk including -do-

Chalk washing two coats -do-

Extra for cleaning the old surface by scrapping the entire old white

wash or colour wash rncluding cost of scaffolding all complete as per

direction of E/I.

Extra for each coat of washing over exterior surface for each

consecutive floor above first floor including scaffolding etc. all

complete as per directton of E/|.

Cement washing one coat with ordinary portland cement including

cost of cteaning the surface thoroughly, scaffolding, curing, washing

the floor and taxes all complete as per building specification and

direction of E/|.

Cement washing two coats -do-

Providing one coat of dry distemper of approved shade and make

over old surface including washing cleaning and preparing the walls,

scaffolding, washing of floors and taxes all complete as per building

specifrcation and direction of E/|.

Providing two coats of dry distemper of approved shade and make

over old surface -do-

Providing two coais of clry distemper of approved shade and make

over a primer coat of wasing over new surface including preparing

the plasterecl surface by rubbing smooth with pumice stone or fine

sand paper, applying putty wherever required, scaffolding, washing

of floors and taxes all complete as per builciing specification and

direction E/l

LProviding one coat of orl bound distemper of approved shade and

Lmake over old surface including washing, cleaning and papering the

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

6.59

9.68

L2.77

8"24

12.82

L8.s7

6.73

9.75

9.07

3"0.42

20.28

37.75

69.77

L.47

75.87

Itern l\o Item of Work Unit Rate (ln Rs.)

1 2 3 4

5.8.17

5.8.18

5.8.'19

5.8.20

5.8.21

E Q ')'t

5.8.23

5.8.24

5"8.?5

5.8.26

3.6. r. I

walls. scaffoiding, washing of floors and taxes all comoplete as per

builCing specification and direction of E/|.

Providrng two coats of oil bound distemper of approved shade and

mal<e over old surface -do-

Providing tw,: coats of oil borrnd distemper of approved shade and

rlai<e over a coat of cement primer over new surface inluding

preparing the plasterecl surface by rubbing wmooth with pumice

stone or fine sand paper applylng putty wherever required

scaffolding washing of floors and taxes all complete as per

buiiding specifica tionand drrection of E/1.

Providing one coat of plastic emulsion paint of approved shade

and make orrer old surface including washing, cleaning and preparring

the walls. scerfolding, washing of floor and taxes all complete as per

bLrilding spei;ification and direction ofEi l.

Providing two coats of plastic emulsion paint of approved shade and

rnake over old surface -do-

Providing tv/o coats of plastic emulsion paint of approved shade and

rnal<e over a coat of cement primer over new surface including

preparing plarsterecl sltrlace by rubbing smooth with pumice stone

or fine sand paper, appiying putty ivherever required, scaffolding

-do-

Provicling one ccat of sncwcern of approved shade and make over

c;ld surface inclr.rding v",ashing cleaning, and preparing the walls,

scaffolding, curing and taxes all complete as per building

specification and direction of E/l.

Provrding two coats of snowcem of approved shade and make over

old surface -do-

Providing two coat of snowcem of approved shade and make over a

coat of cement primer on new surface including preparing the plas-

tered surfirce smooth with sand paper, scaffolding, curtng and taxes

ali complete as per bLrilcling specifrcation and directron of E/l'

lExtra for each coat of cement wash, distemper, paint or snoweem overI

lexte:rror sr-rrface for eac[r consecutive floor above first floorI

linclurlrng sceffolding eic all complete as per speclftcation and

lrJirecliorr of E /lI

It'rcvrding prirrer orre coat of approved shade and make over new

lvrooden surfirce inclLrcirng preparing the surface after cleaning,

lremoving diri scales. smokes grease and sand papering, includingI

lcost of scaffolding ancl taxes all cornpleie as per building

lspecif rcartron and tlirect on of E/1.I

lProviding one coat of painting with ready mixed paint of approved

Ishade and make over old wooden surface including cleaning the

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per lI42

Per M2

Per M2

Fer M2

78.71

43.37

62.18

11"3.63

1-64.49

36.47

75.90

$7.42

85.5s

t4.68

25.96

)K4

4-"--

Item No Item of Work Unit Rate (ln Rs.)

t 2 3 4

5.8.28

5.8.29

5.8.30

5.8.31

5.8.32

5.8.33

5.8.34

5.8.35

5.8.36

5.8.37

r o aoJ.O.JO

5.8.39

5.8.40

E O r4.l

surface after removing dirt including scales -do-

Providing two coats of painting with ready mixed paint of approved

shade and niake over old wooden surface-do-

Providing two coats of painting with ready mixed paint over a coat

of primer of approved shade and make over new wooden surface

including preparing the surface after cleaning, removing dirt -do

Providing one coat of synthetic enamel paint of approved shade and

rnal<e over old wooden surface including cleaning the surface after

removing dirt, - do-

Providing two coats of synthetic enamel paint of approved shade and

rnake over old wooden surface -do-

Providing two coats of synthetic enamel paint of approved shade

and make over new wooden surface --do--

Providing one coat of varnishing over old wooden surface to give

desired texture and gloss with shalimar, gopal or equivalent

approved quality of varnish with sizing including cleaning the surface

after removing dirt, scales, grease --do--

Providing one coat of varnishing over new wooden surface to give

desired texture and gloss with shalimar, gopal or equivalent approved

quality of varnish with sizing including preparing the surface cleaning,

rernoving dirr --do--

Providing one coat of wax polishing with mansion, waxpol or

equivalent approved quality of wax polish over old or new wooden

surface including cleanrng the surface after removing dirt -do-

Providing French spirit polishing over new.wooden surface to give

desired texture and gloss with approved make and shade of ready

mixed French polish including cleaning the surface after removing

dirt -do-

Provicling Fre nch spirit polishing over new. wooden surface to give

ciesired texture and gloss with approved make and shade of ready

mixed French polish inclLrding preparing the surface after cleaning,

removing Cirt - do-

Providing one coat of coaltarring over wooden surface including pre-

paring the surface after cleaning, removing dirt -do-

Providrng two coats of coaltarring -do-

L,abour for scrapping old paint with paint remover and below lamp as

required on vvooden or steel surface includrng cost of all labour and

materials and scaffolding all complete as per building specification

and direciion of E/1.

Providing primer one coat of red lead paint of approved make over

new steel surface including preparing the surface after cleaning,

removing dust, dirt, scales smokes and grease and cleaning the surface

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

41.83

68.18

91.86

55.13

92.90

16r,.80

53.80

L48.40

70.77

20.26

35.72

33.49

78.46

8.73

w/61-"--

Item No Item of Work Unit Rate (ln Rs.)

L 2 3 4

5.8.42

5.8.43

5.8.44

5.8.45

5.8.46

5.8.47

NOTE:

thoroughly including cost of scaffolding and taxes all complete as per

building specification and direction of E/l.

(Mode of measurement Area shall be multiplied by the co-efficient as

indicated in bullding specification).

Providing one coat of painting with ready mixed paint of approved

shade and make over steel surface including cleaning the surface

thoroughly, scaffolding and taxes all complete as per building specifi-

cation and direction of Eil.

Providing two coats of painting with ready mixed paint -do-

Providing one coat of synthetic enamel paint of approved shade

and make over steel surface -do-

Providing two coats of synthetic enamel paint of approved shade

and make over steel surface -do-

Providing one coat of aluminum paint over steel surface including

cleaning the surface thoroughly, scaffolding and taxes all

complete as per building specification and direction of E/|.

Disinfection room wtth one coat of bleaching powder solution

finished with one coat of white wash with approved quality of

lime after scrubbing the old plastered surface including scaffolding,

taxes allcomplete as per building specification and direction of E/|.

Extra lump-Sum amount for scaffolding shall not be allowed

irr case of interior wall upto first floor (vide T.E.C. Ietter

No. 1233 da\ed 27 07.1985)

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

43.75

35.10

57.L5

33.07

53.71

73.77

L2.23

*'-

s\,(

CHAPTER 5.9

ROOF WORK

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

5.9.1

5.9.2

5.9.3

5.9.4

5.S.5

5.9.6

5.9.7

5.9.8

5.9.9

5.9.10

5.9.11

5.9.12

Provrcling average '115mm. thick lime terracing (24 lime:36

surkhi:100 brick khoa) well beaten and compacted including

maintaining proper level and slope, making ghundiwith

finishing treatment, cost of carriage, curing, royalty and taxes

all complete as per building specification and direction of E/l

Providing av. 75mm. thick lime terracing *do- do-

Extra for lime terracing for each consecutive floor above first

floor complete as per direction of E/|.

Supplying and providing seasoned hill bamboo roof frame tied

io rafters by string including the cost of all labour and

materials complete as per building specification and direction

of E/I.

Providing 150mm. grass thatching over bamboo frame

including laying grass uniformly in proper slope, tying with

string with split bamboo at the top including cost of all

labour and materials (bLtt excluding the cost of bamboo frame)

taxes all complete as per building specification and direction

of E/|.

Providing single layer Naria-tiles in roof including cost of all

labour ancl materials, taxes, all complete as per building

specification and direction of E/|.

Providing double layer naria tiles in roof -do-

Provicling eave tiles with full bamboo splits and coir string

steel wire as per building specification and direction of E/|.

Providing ridge in surkhi and lime mortar ('1 :2) over

tiles including the cost of mangra tiles and white washing the

same including the cost of all labour and materials etc. all

complete as per building specification and direction of E/l'

Labour for fitiing and frxing G.C.l. or C.A. sheet roofing in

proper slope including the cost of "J" or "L" hooks, limpet

Iand biiumen washers, carriage of sheets to work site, andI

Itaxes all complete as per building specification and

loirection of E/I.I

lLabour for fitting and iixing G.C.l. or C.A. sheet ridge

linctudrno the cost of -clo- -do-

lRrovicting and laying single layer of tar felt of standard makeI

lincluding cleaning the surface with brushes and cloth soaked

I ln X. oit, laying first layer of hot bitumen a/r 1.5k9. per M2,I

lsecond layer of tar felt and third layer of hot bitumen a/r

It Xg per M2, top finisheci with gravel mooru!!, rlver !l"llng]e!--

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

741.57

794.96

633.44

22.02

t42.78

178.50

318.18

304.31.

L25.99

50.81

115.s6

-/-.fr1

C,VU

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 a

5.9.13

5.9.14

5.9.15

or sand alr 0 057 M3/M2 as per l.S.S. manufacturers

specification and direction of E/I.

Providing A(iculation joint in roof with cost of 75mm.

precast R.C C. (1'.2.4 ) slab laid over brick walls painted

with bitumen including cost of all labour and materials,

(excluding the cost of reinforcement) taxes all complete as

per building specification and direction of E/|.

Providing Asbestos sheet ceiling with 120 X 60mm. Salwood

beams al 122cm. centers and 60 X 40mm. Sal wood runners

al122cm centers including cost of 2 coats of wood

preservative paint of approved make, fixing at site and taxes

all complete as per approved drawing, building specification

and direction of E/l

{a) 6mm. thick.

{b)4mm. thick.Providing 12 mm. flat pressed particles board ceiling with

ceilrnq with 120X60mm. Salwood beams at 122cm. centers -do-

Por M2

Per M2

Per M2

Per M2

Per M2

294.79

174.32

944.99

885.77

L215.53

*-

q2 *t

CHAPTER 5.10

MISCELLANEOUS WPRK

g\

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

5,10.1

5.1CI.2

5.10.3

5.10.4

5.10.5

5.10.6

5.10.7

5.10.8

5.10.9

5.10.10

5.10.11

5.10.12

5.10.{ 3

5.10.14

5.10.15

5.10.16

5.10.17

Dismantling pucca brick or lime work including stacking

serviceable materials in countable stacks within 15M. lead

and disposal of unserviceable materials with all leads all

complete as per direction of E/|.

Dismantling plain cement or lime concrete work including -do-

Dismantling R.C.C. work including -do-

Dismantling patent stone floor including -do-

Dismantling lime terracing upto av. 'l1Smm. depth, with

Chisel and hammer including ---- do--Dismantling lime terracing upto av. 50mm. depth, with --do-Disrnantling old plaster and pointing in cement or lime and

raking out joints to 15mm. depth, watering and disposal of

unserviceable materials with all leads all complete as per

direction of E/|.

Dismantling barbed wire fencing with ballah or angle iron

post including stacking all materials in countable stacks within

15M lead all complete as per direction of E/|.

Disrnantling thached shed roof with ballies rafters, purlines

etc. including stacking of serviceable materials in countable

stacks within 15M. Iead and disposal of unserviceable materials

wilh all leads as per direction of E/|.

Taking down old door and window shutters including stacking

serviceable rnaterials within 15M. lead and disposal of

unserviceable materials with all leads all complete as per

direction of E/|.-l-aking down chaukhats in doors including -do-

Taking sown chaukhats in windows including -do-

Taking down ceiling(any type) and refixing them after repair

with departnrental material, wrthin 15M lead and disposal of

unservlceable materials with all leads all complete as per

direction of E/I.

Taking down wooden beams, rafters, building frames etc. of

any type of roofing including -do-

Taking down C.A. of G C.l sheet in roofs with ridges

including stacking the serviceable materials within 15M. lead

and disposal of unserviceable materials with all leads as per

direction of E/l

Taking down wooden or steeltruss and M.S. joists,

including stacking -do-

Takinq down R.W.D. pipe carefully stacking on the ground

Per M2

Per M3

Per M3

Per M3

Per M2

Per M2

Per M2

Per M2

Per M2

Each

Each

Each

Per M2

Per M2

Per M2

Each

29.35

390.16

688.52

t435.57

29.35

247.76

127.55

1-5.45

15.03

32.50

64.74

99.44

t7.47

39.49

L7.47

2001.90

.16

Item No Item of Work Unit Rate {ln Rs.)

L 2 3 ll

5.10.1E

5.10.19

5.10.20

5.10.21

5.10.22

5.10.23

5.10.24.

5.10.25

s,10.26

5.10.27

5.10.28.

5.10"?9

5.10.30

5.10.31

and refixirrg the same in proper place after cleaning at

ihoroughly all complete as per direction of E/I.

laking dowrr single layer nariatiles, carefully stacking, properly

on ground wrthin 151t.4. lead and disposal of debris with

all leads conrplete as per direction of E/|.

Taking down double layer nariatiles, carefully stacking

properly on -do-

[temoval of old tarlelt and disposal of debris with all leads

complete lob as per oirection of E/I.

tVlaking holes in walls for fixing in cement concrete (1'.2'.4)

tees of bed stone etc , including the cost of fixing the

nralerials and disposal of ciebris with all leads etc. all

complete as per direction of Ei l.

Leak repair to terraced roof with cement and powder

applicaiion, including cost of all labour and materials,

ciisrnantling old terrace where necessary, disposal of

Lrnserviceable materials, all complete, as per building

specificaticn and direction of E/1.

Crack repair to terraced roof with cico or any other leak stop

rnaterials of approved quality after cutting it to "V" shape

incluCing cos;t of all labour -do-

llenewing the terraced roof with av.50 mm.thick lime

terraced rooi (1'.2.210) including cost of dismantling the old

Lerrace and all labour and materials, all complete, as per'ouilding specification and direction of El1.

Providlng expansion joint in roof slab and terrace, joints

frlled with bitrrmen filtc;r or irnpregnated fiber board etc. all

conrplete as per building specification and direction of E/1.

Rener,^uing bamboo frame in roof with new and old bamboo,

binding the same with wire string including cost of all labour

and materials all complete as per specification and direction

of E/1.

Leak repair to G C.l sheet roof including fitting and fixing with

new bitumen and limpr:t washer,closing bolts at all places all

complete as per building specrfication and direction of E/|.

Leak repair to single Iayer nariatiles roof with departmental

trles inclucirng disposal of derbis with all leads all complete

as pe r direction of E/l

Labour for relaying double layer nariatiles roof with old and

new departnrental tiles at all places including -do-

Labour for relaying double layer nartatiles roof -do-

Prov1gl11g llqiq[!!1er ndging with o

Each

Per M2

Per M

Each

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

Per M2

184.86

6.s9

t.67

96.91,

8.74

15.45

22.1X

L63.79

890.20

386.35

15.06

8.74

34.94

69.89

^C .'Cu/&-

Item t\'lo Item of Work Unit Rate (ln Rs.)

I ? 3 4

5.14.32

5.10.33.

5.10.34.

5.10.35.

5.10.36.

5.10.37.

5.10.38.

5.10.39

tiles including cost of white washing all complete as per

building specification and direction of E/|.

Easing and adjusting door and window shutters with

chaukhats in old work complete as per specification and

direction of E/l.

Providing 250mm. wide brick drain in cement morta(1:6)with

av.150mm. clear depth and 250mm. apron including cost of

earthwork involved with 75mm. cement concrete ('1:4:3) over

one brick designation 75A,flat soling in proper grade and

slope at the base,the drain duly plastered in C.M. (1:3) with

punning over exposed surface all complete as per building

specification and direction of E/I.

Providing '150mm. wide brick drain in cement mortar ('1:6) with

av.150 mrn. clear depth and 125mm. apron including ..do....

Supplying, fitting and fixing C.A.R.W.D. pipe with necessary

strips spikes, bends, shoes etc. including cost of carriage, all

complete, as per building specification and direction of E/|.

75 mm dia.

100 mm. dia

150 mm. dra

Supplying, fittlng and fixing C.l.R.W.D. pipe...do......

75 mm dia.'100 mm. dia

150 mm. dia

Providing '125mm. projected and 150mm. deep cornice with

desrgnation 75A. brick work in cement mortar (1:B) with

approved quality of sand of F.M. 2.5 to 3.0 including cost

of scaffolding and taxes, all complete, as per building

specifications and direction of E/|.

Providing 60mm. projected and 75mm deep cornice..do...do...

Labour for straightening and tightening barbed wire or woven

wire fencing including the cost of necessary staples, nails all

comolete as oer buildinq specification and direction of E/|.

Per M

Each

Per M

Per M

Per M

Per MPer M

Per M

Per M

Per M

Per M

Per M

Per M2

84,89

8r.25

1048.01

524.05

L72.27

N. D.

N. D.

N. D.

N. D,

N. D.

L37.74

60.31

10.31

4--,

frb.6

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

5.10.46.

5ia.47.

REPAIR OF BUILDING DAMAGED

DURING EARTHQUAKE

Providing 40mm thick R C.C. (1 :1%:3 )jacketing (Vertical R.C.C.

Covering) on either side of brick wallwith '12mm & down

graded stone chips and approved quality of sand of F.M. 2.5

to 3.0 excluding the cost of reinforcement, including

shuttering, centering, royalty and all other taxes complete job

as per specification and direction of E/|. (Analysis approved

vide T.E.C. letter No. 435 dt. 28.02.89).

Providing and taying 25mm thick 600mm. x 600 mm. size

precast tiles (1:2:4) with 12 mm. size stone chips or kiul

sand of F.M. 2.5 to 3.0 in place of ltme terracing, joints

filled with bitumen, including cost of laying and fixing the

slab in position in proper slope, curing etc. including the cost

of all labour and materials, cost of bitumen etc. but excluding

the cost of 112" thick C.M. (1:4) plaster in levelling course

below P.C.C. slab, all complete as per specification and

direction of E/|. (Analysis approved vide T.E.C. letter No.'16 (Anu) dt. 19.05.89)

Per M3

Per M2

L2L7L,57

163.99

-_!

Q{ 'e

CHAPTER 5.11

BARRICADING WORK

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

5.11.1. Providing sal Ballah Barricading with average 150mm dia. and

2M long Sal ballah post at 2.5M centres fixed 0.5M (average)

below ground, packed with ea(h and Brick bats, well watered

and rammed with three rows of average 100mm' dia Sal Ballah

horizontal runners fixed with iron spikes and wires, white

washirrg one coat to exposed surface, dismantling the

barriacade after function, filling holes, carriage of Sal ballah

from and to godown up to 5K.M. lead, stacking them in

countable stacks, including cost of all labour and materials

and taxes all complete, as per specification and direction of E/l

(Grith to be measured at 1M from bottom) Per M 195,23

%q '/

Item tr\lo Item of Work Unit Rate (ln t{s.)

I 2. 3 4

5.12.1.

tu

,^@{u

,04

'tv*

q6f

Water proofrng for Old and New Roof Slab :- Providing and laying water

prooflng treatment on roof slab by applying two Component, factory a

designed ready to use, acrylic modified flexiblefbrush, roller or spray,\eppled wate r proof i n g coati n g as per man ufactl rer specificatio r-(With

following steps :-

(a)surface preparation :-Provrding and cleaning of concrete surface to

remove dLrst, oil, grease including removal of existing loose paint /

coating, and cement laitance by cleaning with compressed air & water jet

including all materials, labour, tools complete. Ponding test to be done

after plugging all outlets and to be checked from sofftt to identify seepage,

leakage. On identiiication of seepage, cement grouting to be done with

non shrink expanding admixture of Sika lndia Pvt.Ltd. / MYK Schomberg

/ Dr Fixit/Fosroc or equrivallent. Providing and reparing of all corners and

joinis such as those betr,veen the parapet wall and the roof slab etc shall

be chamfered with '150mm X '150 mm fillet of mortar (Cement: sand -1:4) admixed with acrylic polymer of Sika/ Fosroc/MYK Schomberg/Dr

Fixit or equivalent Before chamfering a prime coat shall be given with the

sl u rry ?!gc!ylic polyrner Repai rin g su rface irreg ularities, damaged

concretein base slab, dead cracks if any, with an acrylic polymer

modilied repair moriar ir;cluding a coat of bonding agent of the same with

ceme nt slurry rncluding all rnaterial, labour, tools complete.

(b)1st Coat :- Apply 1st coat of two component acrylic modified, ready to

use, llexrble cementitious material on surface saturated dry roof and

inside wall of Parapet wall upto 600 mm by brush or roller. After 1st coat

of application ,45 gsm oI Fibre glass cloth to lay when the first layer is

still green. 1st coat should be applied @1.50 kg/SqmUcoat For the

fJUrpose of n'ieasurernent tite entire treated surface will be measured."

(c) :2nd Cr:ai :-T,: apply the 2nd coat of two component acrylic modified,_sreatiy to-use, flexible ce rnentttious material right angle to the '1st coat

over the glass fibre laicl surface. 2nd coat should be applied @0.7 kgl

Sqrnt/coat. For the pltrpose of measurement the entire treated surface

will berneasurecl." Alte r three days of drying the 2nd coal , the pat( td)+

rryatei' ouilets to be plugged and ponding test to be done for 48 hours to

rrjerrtify se epage, leal<age from soffit and if found necessary rectification

lo be rjone as pcr satrsLction ol Eft,./-protected from damage before screed over it. Watqrproofing Brand:*

Sil<a Topseal 109hi / Fosroc Brushbond RFX/ Dr Fixit Pidiffin 2Kl MYK

Aqraiin TG Product Performance - Chemical Base Part A.

Acrylic copol;,mer, Part 13 Specially graded cementitious powder -

Density 1.6 l.rg/l (mixcd density) at +27oC Tensile Strength -2 lllmm2 after 28 clays (with Fibre cloth) (According to ASTM D 2370)

Prillcut Bond Streric;tl-r '-2 I'J/mm2 (concrete lajlqry) (Aqgcrdlglq ISO

as*e,-a'

)r- )v

e Yl'u'

- r-L,^'i

CHAPTER 5.12

Water Proofing and Thermal lnsulation

,4ifi

Item I!o Item of Work Unit Rate (ln Rs,)

1 2 3 4

f,t{

A*f,\

r.!5.12.2.

5.12.3.

5.12.4.

E 4N EJ. l4-J.

a624) Slant-Shear Bond Strength -4 N/mm2 (According to FIP 5.'15)

Elongation at Break -35% without Fibre Cloth and 20% wilh Fibre Cloth

(Accordrng to ASTM D 2370)

@rface with pcc :- The treated surface shourd

be covered with 25mm/50mm PCC of M-20 grade(1:1.5:3) with proper

slope ( '1:120) towards tlre rain outlets in alternatepanels of 2 mlxZmll<eeping 6 mrn gap betuieen the paneljoint. lntegralwater proofing

admixture conforming to lS 2645 @ of 100 ml perbag of of cement to be-acicjed in the scree d concrete(pard separately for thts ltems).-flll cc,rners

shall be char.-rfered vrith 150mm X 150 mm fillet. The rainwateroutlets

shall be just leveled with the screed concrete to ensure smooth discharge

of water - the peripheral gaps between pvc pipe outlet and concrete

surface slrould be packed properly with rich concrete and the peripheral

mouih to be sealed with moisture insensitive epoxy putty of Sika lndia

Pvt.Ltd / IVIYK Schomberg / Dr FixiUFosroc .For the purpose of

rreasurement the entire treated surface will be measured."

(e)Groove of PCC surface should be filled with Polysulphide Sealant

(Paid Separately) Brand - Sika lndia Pvt Ltd / MYK Schomberg / Dr

Fixit/Fosroc

Covering of treated surface wrth PCC :- Providing 25 mm thick Cement

Concrete M20(1:'1.5:3) r'naintaining slope in alternate 2 mIx 2 mt panels

with aaproved quality of stone chips of 20 mm to 6 mm size graded and

clcaned sand of F M 2 5 io 3 including screening,shuttering,and mixing

cerite nt c0ncrete in mixer with admixture of integral water proofing and

placing rn position,strikirrg cLrring,t-a]glgnd royality all complete as per

buildirrg specifictionJand direction of E/l.Panels that has been left should

be casteci nextday.-lhere should be 6 mm gap between Panels.Brand-

Sika *Plastocrate plus,MYK proof WP10, Fosroc- Conplast X421ic ,

Dr Frx,t Prdiproof LWr

Covering of treated surface with PCC :- Providing 50 mm thick Cement

Concrete lvl20(1.1 5:3) rnaintaining slope in alternate 2 mt x 2 mt panels

with aaproved ciLrality of stone chips of 20 mm to 6 mm size graded

and cleaned sand of F l\4 2 5 to 3 including screening,shuttering,and

inixingcenrerit coric;rete in rnixer with admixture of integral water proofing

i-rncr placing in posiirorr,strikrng curing,iaxexand royality all complete as

per building specifictir:n and direction of Eil.Panels that has been left

shor"rld be casted next day.There slrould be 6 mm gap between Panels .

Brand-Sika-Plastocrate plus, MYK proof WP'1 0,Fosroc-Conplast X

4211C, Dr.fi;<it Pidiproof LW+ or Equivalent.

Providing and mixing Liquid lntergral water proofing compound in

Conctrete or plaster as per rnanufacturer specificatioqand as per

cjirection of Eng - in Charge Brand- Sika Plastocrate plus, MYK proof

WP 1 0, Fosroc-Cc.rnplast X4211 C, Dr fixit Pidiproof LW+ or Equivalent .

Provicjinq 12mm thick water proof cement plaster (1:3) with clean coarse

>d*

Per M2

.]fi',.L\

Per M2

Per M2

Per bag

rva biy

477.39

*4

t7 4.49

324.40

26.77

)

qo

Itenr No Itenr of Work Unit Rate (ln Rs,)

1 2 3 4

5.12.6.

5.12.7.

5.12.8.

5.12.E.

5.1?.1{].

LE

,\q

Ar-+

lsand of F M. 1.5 lvith ntegral water proofing compound Liquid @125 ml

per bag cemont includrng screening, curing with all leads and lifts of

water, sc;;ffclding taxes and royalty all complete as per building

specificatiorla nd ci i rection of E/|. Brand-Fosroc-Conplast X421 lC, Sika-

Plastocrate plus, Dr fixii Pidiproof LW+, MYK proof WP 10 or Equivalent .

ProviCing 19rnm thick water proof cement plaster (1:3)with clean coarse

sand of F M 1.5 with lntegral water proofrng compound Liquid @'125 ml

oe,'bag cenrent inclucttng screening, curing with all leads and lifts of

water, scaffolding iaxes and royalty all complete as per building

specification and direction of E/|. Brand-Stl<a-Plastocrate plus, MYt(

proof WP 10, Fosroc-Conplast X4211C, Dr.fixit Pidiproof LW+ or

F,':ciurir.,alent

Providing 25mm thicl< water proof cement plaster (1:3)with clean coarse

sand of F M 1.5 witlr lntegral water proofing compound Liquid @125 ml

per bag c€n-i€flt inciirCing screening, curing with all leads and lifts of

water, scaffolding teixes and royalty all cornplete as per building

specificatron and direction of E/1. Brand-Dr.fixit Pidiproof LW+,Sika-

Plasrocrafe plus, IVIYI( proof WP 10,Fosroc-Conplast X4211C or

Equivalenr L rnryffr eF-

Provrding and filling of Groove between 25 mm PCC Panels with

PolysLrlphide Sealant (Poring Grade)as per drawings and technical

specifications and dii-ection of E in Charge (with 1B% GST).Brand:-Sika-

Polysulphide, Fosroc-l-hioflex 600 Dr. Fixit Pidiseal PS(42P),MYK Seal

PS or Euivallent 6 wn fv'l-Providing and filling oi Groove between 50 mm PCC Panels with 6 mm

lhicl< 25 mm deep tircf,,ocol strrp and frlling the rest 25 mm with

Pclysulphrde Sealant (Poring Grade)as per drawings and technical

specifications and clirection of E in Charge.(with 18% GST).Brand.-Sika-

irolysLrlphicie , Fosroc-Thicflex 600,Dr. Fixit Pidi Seal PS(42P),MYK

Siezil PS or Eluivalr:nt

Pri:viding arrd applying Thermoflex P-'l1t /3ika Egl9ts or any other

Ecluivalent cornpound on Rools of Slab as per following procedure-

U9,g!"." p,=pgralicn :-Surface of Roof slab should be cleaned with wire

brush.Dust particle slroirld be rernoved and surface should be wasned

vrriir high waler press,.rr-e and it should be get dried.

(ii)Primer Ccat -Therrroflex P-111 should be diluted with potable water

in '1.1 riatio and this l,:ol,rtion should be applted on cleaned and Dry

sLrr{ace wrth soft brush/ roller

(iii)1st Coat o P-1 1 1 -After 3 hours of primer coat First coat of P-1 '1 1

(witnout any drluiion)should be applied with soft brush/ roller .

(rv)vuhen tl-rer 1st cc,.at is partially dry an acrylic fibremesh B0 GSM mat

should be laid over it arrd pressed wiih roller

(v)Seconci /Final Coai 2nd coat of P-1 11 (without any dilution)should be.:.. 1adDIed after 3 hours of 1st coat of applicaion.lt should be allowed to dry

Per M2

Per M2

Per M2

Per M

Per I"{

R|*OT

1.43.t7

199.44

206.4s

124.06

LL+.bA

ql 4--

Item No Item of Work Unit Rate (ln Rs.)

1 2 3 4

5.12.11.

for 4 hours.

Note :-There should not be any water contact on treated surface till 24

hours of final completion of treatment,

e raek fillerPaste-non cempntitios materials - CP -706-Craekseal Paster

Providing and Pasting Superfil CP -706 / Crackseal Paste or equivalent

chemical in cracks with the help of spatula and filled surface should be

levelled.Before filling paste Crack surface must be cleaned from loosely

held particles, paint resid ues,oil, g reasy substaces etc. Special care

should be tal<en that no entrapped bubbles or cavity should be there.

Second coat of superfil CP-706 /Crack Seal should be applied over the

lst coat only after 2 hours .This treatment is best suitable for filling gaps

upto 5 mm thick and deep .

Per M2

Per M2

554,32

31.55

1T

CHAPTER 8.1

EARTH WORKItem No. Item of work Unit Rate {in Rs)

1 2 3 4

8.1.1

8.1.2

8.1.3"1

8.',!.3"2

8.1.4

8.1.5

8.1.6

Cr"rtting of trees along with its branches thir removal away

from the work site and stacking the same as per specification

and direction of E/|. (Measurement of girth at height of one

metre above the ground level)

(a) Girth above 0 50 metre but upto 0.75 M

(b) Girth above 0.75M but upto 1.50M

(c) Girth above 1.5M but upto 2.5M

(d) Girth above 2.5M but upto 4M

(e) Girth above 4M

Up-rooting of stumps and their removal away from the work

site as per specification and direction of E/|.

(a) Girth above 0.50 metre but upto 0.75 M

(b) Girth above 0.75M but upto 1.50M

(c) Girth above 1.5M but upto 2.5M

(d) Girth above 2.5M but upto 4M

(e) Girth above 4M

Jungle clearance in borrow area, building premises, flanks and

slopes on the roads, canals and embankment by removing the

grass and the junglebushes from the top including weeding

out shrubs including roots and levelling etc. Complete as per

direction of E/l (Specification revised in the metting of

regional Co-ordinators held on 1 1.01.84 in the office of T.E.C).

Jungle clearance including weeding out shrubs and small trees

upto150 mm. dia (girth) and their removal as per specification

and direction of E/l

Removal of stone boulders of more than 300mm size from

the alignrnent of the dam and stacking the same (beyond

50M away from the toe of the dam base in the country side)

within initial lead of 150M as per specification and direction

of E/|.

Ea(hwork in stripping in all kinds of soil including moorum

soil soil mixed with kankar, pebbles and boulders upto 300mm

size and disposal of the sanre along with all organic materials

(beyond 50lVl away from the toe of the dam base in the

country side)within initial lead of '150M. and all lifts as per

specification and direction of E/|.

E/V/ in stripping by hydraulic M/C in grade A & B type of soil

including moorlrm soil soil mixed with kankar pebbles, boulders

uoto 300mm size and disoosal of the same alonq with all all

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Per M2

Per M2

Per M2

Per M3

230.74

461.48

828.71

1332.44

1930.41

136.49

136.49

181.99

272.99

341.23

2.20

6.61

86.75

161.70

JM

15*.

Item No. Item of work Unit Rate (in Rs)

1 2 3 4

8.1.6.1

8.1.7

organic materials in country side beyond '150M upto 500M in

all by tipper including construction and mainteanance of haul road etc.

All complete as per specification and direction of E/|.

E/W in stripping by hydraulic M/C in grade A & B type of soil

including moorum soil, soil mixed with kankar, pebbles, boulders

upto 300mm size and disposal of the same along with all

organic materials in country side beyond 112km upto 1 km in

all by tipper including construction and mainteanance of haul road etc.

All complete as per specification and direction of E/|.

E/W in stripping by hydraulic M/C in grade A & B type of soil

including moorum soil, ---do*-- beyond '1 Km. but upto 2 Km. ln all

by including construction and mainteanance of haul road etc.

all complete as per specification and direction of E/|.

Per M3

Per M3

Per M3

156.59

171.55

189.63

ff

CHAPTER 8.bPITCHING AND PILING

Item No. Item of work Unit Rate (in Rs)

1 2 3 4

8.6.1.

8.6.2.

8.6.3.

8.6.4.

8.6.5.

8.6"6.

8.6.7.

8.6.8.

Supplying and laying sand filter blanketing in horizontal

poriion of the dam as per design and drawing with watering,

compaction including cost of sand, royalty alltaxes etc. but

excluding the cost of carriage all complete as per specification

and direction of E/|.

Supplying and laying gravelfilter (size 5mm to 15mm ) in

filter blanket and in the toe drain (in horizontal portion) of

the dam as per design, drawing including the cost of materials

royalty and all taxes etc. but excluding the cost of carriage

all as per specification and direction of E/|.

Supplying and laying good quality of stone metal ftlter (20mm

to 63mm size) in the rock toe, heel trenches, toe drain as

per design and drawing including the cost of materials, royalty,

all taxes etc. but excluding the cost of carriage all complete

as per specification and direction of Eil.

Surpplying laying boulder in rock toe, heel trenches of the

dam as per design, drawing including the cost of materialsroyalty and all taxes etc. but excluding the cost of carriage

all complete as per specification anddirection of E/I.

Supplying and laying sand filter on slope of the dam as per

design, drawing, with watering and compaction including the

cost of materials, royalty and all taxes etc. but excluding the

cost of carriage all complete as per specification and

direction of E/|.

Supplying ernd laying gravel filter (size 5mm to 15mm ) in

slope of the dam as per design, drawing including the cost

of materials, royalty all taxes etc. but excluding the cost of

carriage all complete as per specrficationand direction of E/|.

Do- Stone metal (20 mm to 63 mm) on the slope of dam -do-

as perspecification and direction of E/|.

Supplying and laying (properly as per design and drawing)

rip-rap with 'good quality of boulders duly packed including the

cost of materials, royalty all taxes etc. but excluding the cost

of carriage all cornplete as per specification and

direction of E/|.

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

Per M3

781.96

378.83

876.69

956.33

926.55

619.81

1117.67

1149.12

ilf1