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o: as q) fitd:rryrrrv ?.16 ET{N srcf qra (6 sRT rlr.TnT o1 B{r$ oT (( Jffi d gfMq
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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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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
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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-+.
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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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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