218h c"0 3ore L t u m a r t h y C h i t y a l 2 7 . 6 . 8 7 7.4 0 960 592wel l PWSScheme(Proposed)
34 0 1.8 100 384
Excess Flouride
Note:- Specimen No. 2185 contains labricent Oil mixing after fluslinung thebore well the fresh water may be collected and sent to thislaboratory for analysis.
Sd/- Dy, Executive Engineer ( ?P>) ,Nalyonda,
Sd/- Junior Water Analysist.'
//True Copy//
Sd/- x x x .Executive Engineer,(PR) Nslgonda.
Al
ANNEXURES
S.NO. . TITLE PAGE NO.
1. Chemical and Bacteriological Analysis Reportfor Raw Water from Canal Source Al
2. Latest Chemical Analysis Reports for ProblemVillages under Excess Flouride Criteria A2 - A9
3. District Collector-Nalgonda-Approval forHanding over Ramasamudram Tank at Alwal toPanchayati Raj Engineering Department A10
4. Interpolating Escalation and Projection of
. Rates for1 S.S.R. 1992 All -A37
5. Model Estimate for Provision of C.I.Specials A38
6. Unit Rates for various Technical Component A397. a) Unit estimates for various Tech.Components A40 -A32
b) Model Data Sheet A33 -A96
*AHNEXURE-2
PANCHAYAT1 RAJ INT^nNAL WATER DUALITY ^DNITDRING LABORATORYOPPAL HYDERABAD. p - '
r.ECEIVED FltOM : 1JATE RECEIVED : ^-\ . c . S DISTRICT
I invite your attention to the references cited,The Executive Engineer, Irrigation & Command Area Development,I.B. Division, Nalgonda in his letter vide reference 2nd citedinformed this office that he alongwith Executive Engineer(Panchayat Raj) and the Revenue Divisional officer, Miryalguda,inspected the Rama Samudram tank and expressed hi3 desire tohandover the tank alongwith the ayacut to Panchayat Raj Departmentfor Maintenance & Operation avoiding duel control (Copy enclosed),
The Revenue Divisional Officer, informed thisOffice vide refefence 3rd cited that he along with ExecutiveEngineer (CStM) Naqarjunasagar left Canal Miryalguda has inspe-cted the Ramasamudram tank and reccnimended the proposal ofhahding over the Ramasamudram Tank to Panchayat Raj Departmentfor utilising it for drinking water purpose and to extend theexisting irrigation facility.
Taking into consideration of all the aspects,approval is hereby accorded for handing over the RamasamudnamTank at KM 11/0 at .NS Left Canal near Alwala (V) to PanchayatRaj Department for providing drinking water supply to 172(Villages) and 281 hamlets in Nalgonda District which is undersubmission to Government to pose under bilateral assistance ofRoyal Netherlands Government v/ith a request to provide alternatearrangements for irrigation the balance ayacut at 24.10 hectorswhich ,is irrigated under Ramasamudram Tank,
//ATTESTED//Yours faithfully,
Sd/-K. Krishna Reddy,for Collector, Nalgonda,
1 For favour ofinformation Stnecessacy action
REVEMUS ASSISTANT.Copy to the Revenue Divl.officsr, Miryalguda,Copy to the Exa.Engineer (PR) Nalgonda.Copy to the Exe.Engineer (o&M) NSIC, Miryalguda|
Copy to the Executive Engineer, I&CAD, 13, Divn, Nalgonda,with a request to take necessary action to handover theRamasamudram Tank to-P.R. Department and also to providealtamata arrangements to Irrigate the balance ayacut at24.10 Hectors which is under Kamasamudram Tank,
A10
ANHEXURE-4.
PROTECTION OF S.E.R. YEflP 3_o?-,_9-j
SI. l4iuie ofHo.
UE per £.2. a.
B'i-HB 86-89 % increased
Kates as per £,£.R. hates as per £. S, K. /wereas *
.... increased
H&-89 6&_90 * incraaaed BS.-90 BC-91 V.
Rate carrived **lor the ^year 91-92 ^
10 12 13
1 .
2 .
3 .
4 .
6 .
7 .
a.
C.R. £
40 am:
2 0 nun
tiavt:
'tone
'. cone
hatal
hecal
tor inorcar
tor filling
sco lie
20-00
29-50
46-80
81-40
4-50
i-50
3-50
10- 50
22-00
32-50
46-00
89-SO
4-50
2-80
4-00
11-60
1 0 .
1 0 .
2 .
9 .
1 2 .
1 6 .
1 0 .
0 0 *
1 6 *
5 6 *
9 5 *
-
0 0 *
6 6 *
22-00
32-50
46-00
89.50
4-50
2-80
4-O0
11-60
1 .
2 .
3 .
4 .
5 .
6 .
Sand 15 Km
Scone a. Metal &iiougn S-JJUC 10Km
Machine Crushedcrucified uictal30 KJU
iiricks 20 Km
BlastingGrt<irgc5
Gravel 4 Km
21-70
19-65
29-15
4 3-20
12-00
l i -35
21-70
19-65
29-15
43-20
• 12-00
1V-3S
upto150 uti thick 157.50 175-30 jo.30
21-70
19S65"
29-15
43-20
12-O0
14-35
173-30
23-10 5.00*
34-10 4.92*
5-i-lO 12.70S
107-40 20-OOX
5--20 15.55*
2-90 3.S7S
6-70 42.50*
12-20 5.17*
Leads
23-70 9.21*
21-50 9.41*
35-60 22.:2%
47-30 9.49*
13-20 10.00*
15-60 8.70*
23-10 24-50 £.06
34-10 34-10
54-10 5&-5D 9.98
107-40 l lb-15 10.00>;
5-20 S-45 4.80%
2-90 3-00 3.44Ji
6-70 6-85 20.17S
12-20 13-O0 6.55;;
23-70 27-35 15.40*
21-50 24-80 15-34*
35-60 41-05 15.3OX
47-30 54-40 15.01*
13-20 14.50 9.84*
15-60 16-05 15,70*
Cc.ntriRc? O.iar»es for
7.0251
5.02X
B.41*
13.31*
6.78*
6.33^
26.44*
7.39;;
.26-22
Ra.35-81
R t .
R s .
R s .
tie.
Its.
.64-50
133-87
5-82
3-19
6-66
13-96
8.20* Ra. 29-59
8.25* Ra.- 26-84
12.47*
-8.16*
ha. 46.16
58.83
6.61* Rs. 15-45
8.13* R3. 19-52
190-60 S.98 ;90-60 204-00 7-03 &-Q1 R6.223-3BA l l
1 0 11
10.
11 .
12 .
1 3 .
Lintle/totuom edial's « liedUiOCKS
!>uu Sri easeO.tlJ u width
126.00 136.00
1 .
2 .
3 .
4 .
5 .
C.
1.
8 .
9 .
First classhtiioc i. brickiayero L.
..id classnation & brick
pii in net.
tun toazdaor
HjHiaii suaxaoar
icouc packer
Minluy tartar
ilijchine Kixlng
Vitii.at.incjcharyci
Lurtti war):lomy clayu o l l i 20 B
li. Oraveliingsails (12B) 20 B
ofcravel, 2DR(138)
SDR
UDR (16)
6.50
26-00
7.50 -
4i*-50
52-BO
55-50
66-50
104-00
7.20
201-5& 221-70
6-50 7-20
29-QD
20-00
14-00
14-00
17-00
4-00
7-00
22-00
16-10
16-10
19-60
4-40
7-70
7-50
52-80
55-50
66-50
1C.-0O
1O-0Q
1O-02
10-00
12-30
1G-00
15-00
15-00
5.88
10-00
10-00
136-60
7.20
7-20
29-20
22-00
16-10
16-10
-19-50
4-40.
7-70
7-50
52-80
152-50
7-90
24 3-90
7-90
10-C2
6—72
9-72
Labour ^ ia roes
31-30
24-30
lb-50
16-5C
19-50
5-00
fo-50
fc-25
54-45
56-10
1G-61
14-90
2fc-00
13-63
10-38
10-00
1C-00
10-03
7-90
1 j-90
7-90
32-30
fe-25
54-15
56-10
163-00
6-50
26J-OO
6-30
3Ei-00
24-30
16-rSO
16-50
19-50
5-00
6-50
26-50
2G-00
20-00
21-00
5-30
9-00
6.80
7B-00
6.89 B.97 Ks. 177-62
7.59 9.36
fa-35
37-55
34-25
1C-42.
9-05
6-10
£—10
7-69
6-00
5-BS
9-83
12-66
12-66
4-52
9-87
6-73
6-66 """" 5.-55
15-BS
l*-76
6-2 9
-01 9-01 . 2U-U51
-06 B-26
30-64
29-10
22-53
22-53
21-95
5.U2
9.78
9-28
8o-77
89-51.
A12
55-50
66-50
104-0O
6 3-05
73-15
Ili-SO
1O-00
10-00
10-00
61-05
73-15
114-40
81-0O
90-00
125-00
32-67
23-O4
9-26
14-22
11-01
6-42
92-51
99-90
13 3-0 2
13
Hard rocklilcujtas.g IB(A) til)pto 3 lib.
22-50 24-00
Atxave 3 Qa54-00
Centring charges for OHS as
J Ujlciuia t o o "dug 3
I ULtHicjuuiatiuuiiiU and
} bottom. iii.de wall
CLU. Vtid
J Siae wall
) dome
;) toof aiaUtup
} Circular hibdciinu andcoiouia
-) Plinth btsaia
66-00
4 0-00
120-00
90-00
80-O0
95_OO
51-00
46-00
31-50
85-80
73-90
6-66
59-80 10-00
6-60
52-00 30-00
156-00 30-00
114—,o 27-11
89-00 11-25
123-50 30-O0
21-14
62-40 30-00
34-70 10-15
24-00 24-BO
59—10 55-40
62-40
34-7O
3-33 24-tiO 26-50 6-U5
59-40 63-50 6-90
P.H. Items
B5-80 a5-80
52-00 =2-00
156-00 156-00
114-40 114-40
89-00 89-00
123-50 123-50
79-30 79-30
62-40
38-20 10 -68
a5-ao at>-ao
52-00 52-00
156-00 156-00
114-40 114-4O
89-00 89-OO
123-50 123-50
79-30 79-30
62-40 62-40
3B-20 41-00
5-61
5-c3
2-20
7-33
7-05
10-00
9-18
67-07
87-68
10-00
10-00
9-03
3-75
10-00
57-20
171-60
124-7 3
92-33
135-00
84-B9
68-64
44-76
Cjvar in i t i a ll i £ t 5 ator convey .r m
Eel l i t over ;;initial Hi t•; m on partevery 2 aca.
10-40
3-15
13-50 2S-Q0
4-10 30-15 4-10
Qiaroea
13-50 13-50
f-10 A13
13-50 13-50
4-10 4-10
9-93
10-OS
14-84
4-51
10 11 -.2 13
ry polisned
as per 8bia20 A
Hard Gravell ing
53-90 53-90
57-75 57-75
5S-90 53-90 10-01
57-75 £i-50
53-90
63-50
62-50 S"— 06 21.02 9S-&-:
33-3tJ
0.50 Kw ieud tori-arui work
Canaclidat-ionv:itr. 2 'ionner o l l e r v,-itij
12-00 12-00
b_5O 9-40
iitouc 10/Sq.nut.. 300-00 -325-00
waieiinnan layers
12-00 13-1G
1&-5B &-40 10-35
B-33 325-0O 375-00
5-lfc
10-10
13-10
10-3 5
1S-3B 37S-0D
15-00
11-00
4 00-00
l i _ 5 0 7-8B .1&-1B
«•-00 12-00
10-12 410-00
tailing oi20-00 2O-00 20-00 -20-00
l-tad
20-00 20-00/aira
ofgruvcl 2 to*3Trol le r 150 mm -tankbund light junglec 1 eaxtsncs. " 7-00 7-00 1O-00 . 7-70 6-50 1C.-58 1&-58 SilD &-21 9-93
Ci tar ing ofl igr-t jungle
Cltiiiiritig heavyJ uiicii e
bcrub luncjle
1-25
1 - 6 0 •
0,55
1 - 4 0
1-BO
0-70
11-00
12-50
7-69
1-40
i-ao
t-70
i-60
2-00
C-BO
E. Vor): ieaosupto 3 lands 7-50 b-40 12-00 6-40
14-28
11-11
?-30 10-70
i-60
S-30
1-7 0 6-26 10-B4
&-67 10-77
1-88
2-00
0-80 -
2-10
0-90
5-00
12-50
< - - 5 3 •
11-49 -
2-30
1-00
11-30
Aiter 3
1 eying LJointing.
li-QO 13-00
3-73 2-05
10-00 li-20 14-70
16-49 2-05 2-05
li-30
A14
14-70
2-05
16-20
2-05
10-20 • 10-52
6-16
17-90
H o .ul tile
i temt i ai> ocr —, —. B
fit— o? ••„ incrby 2 y increase
hece arrived:or i n s yuui:
91-S2
L/L of 150 im
Jointing of
2.05
1 5 0 luui
L/L of 20Gran
Jointing of2 00 uua
L/L of 250 iota
Jointing of2 50 wo
L/L of 300 nuaJointing of3 00 uui
L/L of JbO <iuu
Jointing of350 mm . •
5.62/iX:- 1.4Q".
2.47
5.62/ix- 1.40
2.84
7.35/ir- 1,83
3.41
7.35/4.X- 1.83
5.86
6.40/*
L/L of 400 ana
Jointing of4 00 nun
L/L of 450 am
Jointing of4 50 nan
L/L of 500 HUB
Jointing of500 mm
L/L of 600 asa
Jointing of
6.49
a.40/4
- 2.10
7.309.87/4• 2,46
8.00
9.87/4- 2.46
u.ao
11.29/4» 2.82
2.70
7.30/i.- 1.S25
3.25
7.30/iX
- 1.625
3.75
9.20/iS
- 2,30
4.50
S.2O/4.X- 2.307.70
30.35%
31.57%
30.35%
3 2.04%
25.68%
31.96%
25.68%
31.39%
11.00/4- 2.75
6.70
11.00/4..2.75
9.65
12.85/4» 3.21
10.00
12.B5/4»» 3.12
11.60
14.70/4- 3.67
30.80%
32.01
30.80%
32.19%
30.48%
31.15%
30.48%
31.281%
30.14%
15X
5%
15%
5%
15%
5%
15%
5%
5%
15%
5%
15%
5%
15%
5%
3.10
7.66/4 - 1.91
3.?3
7.66/4 - 1.91
4.31
9.66/4 - 2.41
5.17
9.66/4 - 2.41
8.85
11.55/4 - 2.88
10.00
11.55/4 - 2.88
. 11-O9
13.49/4 - 3.37
12,1949
13.8fe/4 - 3.37
13.34
15.45/4 - 3.85
A15
AC Pipaa 1/L 80 on
or 80 tcai
AC Pipes
Jois^ing of100 icm
1.94
3.47/t-0.86
of lOOum 1.94
- 1.22
2.55
4.55/4-i.13
2.55
6.40/4- 1.60
21.44%
21.39*
31.44%
31.14%
5%
5%
2.93
•4.77/4-1.19
2. 03
6.73/4-1.60
Coat of Matericile including conveyance Blasteng, Machine crushing
Motet IS % Avmrag* annual i.ncre*»tt 1« noticed In re«pectof R.C0C pipes* over tiitt p*st year*. Tnc AUUPaverage increase la considered for P.S.C plp«ta alaoand Rates at 1991-92 ratttd worJtad out operating•vsrtgt annual lncraaaa on 1990-91 rates .
A30
HATES OF AC.CL.10 PIPiTS
D i d
i •
BO
1 0 0
125
150
liOO
JOQ
1 5 0
4 0 b
4 50
SOD
6 0 0
IKITIA: COSTPipes CIL> —
JlolQUi
2. 3.
41.60 15.05
50.56 17.67
65.0& 2-;.69
81.16 27.37
138.77
1-7-1.54
225.58 -
307.22
370.47
454.70
57 3.07 - 8
E>~ISE DUTY SALES TAX TR All SPORT*—Coup- Pipe 6 Coup- Pi pea CID Cou- Pipes
l iny: . . (2c .25j ;Hlage ( l i .06XJo. i - p l l - (-4.00lit:-, ngi.. ",. up-
^ COST DUTY SAT.ES TAX TRA11S POR T ATI 01! A L ~ ~ Cost, of L/TT lotul Cost of butanes 'ID t i lPipes ZZJJ Coup- Pipes Coup- Pipes CID Cou- Pipes £. I. Cou- Pipes CTt Lou- 'local E/T and Join- cost Specials cost-of
Joints lings.. (26.25«illag& (l3.O6Xjai- p l l - (4.00 on p l i - per Joi- p l i - r e f i l l ! - ting of per fc I65i on plpt-nts. ngs. % up- p j - ngs. fc::.. nts ngs. rig W u T pipe- HKI. cos t . l in t ker
(4.16(13.06 to pea. (2.00 Per Per l i n e «!-•%) X) 150 13.06 ~) . hmt. knit. per
dlu .X)
L / L
£.. 7. & - 11. 12. II. 14. 1 6 , n. IS. 20. 2 1 . 23.
t. Cout of jointing Midi Rubber sheetior C.I.L/A pi|iea. Kn. 915
6. Liioour charges for GlooLowerlng.jointing of CI L/A pipes with Hutao l t s . «s. 1,983
V. Eartn excavation of trench workfor AC i-lpuu including laying &jointing. Ha. 25,62O
0. . tjrtJi worX exciiviition tar CI D/T
i-ljjeu -ad Jointing . Hi;. 4,202
9. bed Concrete £or CI J,/A S/i "ipes k i . 1.50O
10. 4 00 mm die CTI D/F pipes .
a) 2 mtra. long 7 Houjb) 0.90,ntrs. iong. 1 No 1 Rs. 29.1B6c) 0.60 intrs. long. 1 No 1
- percentage of provision tor uj-uclulo,Ciictli uork e t c . , coinulet*. ,,
A38
THE RECAST ESTIMATE AS roi.LOl.'S;
SPECIALS, VALVES £.
j . t l o . Provided,
1. 1 Ho. 4C0 mm dia S lu ice v i lveo Rs. 26,000
2. 1 Ho. 4C0 ram dl£ hefiex valves its, 6 ,200
3. 1 No. BO ni/n el a Air vulvc i Us. 720
4. 1 No. 203 ircii did ^coui v i l v e ilc. <,620
5. 1 Not. 400 nrf d i i C.L.Tdil plt:ct:u. Its. 1,600
6. 1 H;. CI Air T 4C0x4OOxBG ka. 800
7. 1 do. CI fccour T 400x400x200 its. 900
8. 3 Hoa. CI D/F, e.6p mtr». lcngtfi.ZOCJ urn d l a . !(£. 1.6B0
y. 1 Ho. 2C0 mm dlu CI ducktoot ticrici. Hs. 77O
10. 1 No. 2QP mn di6 CI iieml Circular
Bend . Us. 600
11. 2 Nos. 400 ircr. cil£ CI 90° bcnot. Ha. l,5":0
12 . 1 »o . 40C mm dXa CI tuck foot tienci. f»s. 850
13. 3 tlos. Construction of CtiauibciB for
v*Iveu, . Ka. 9,0OQ
14. I Ko. -do- Air valvu. Ha. 2,200
1b. Earth work for E/F CI P ipes .0 .60 m . Ka. ISO
16. Labour ci,aitjce tor Valves i Sjie^lula. Rs. _5,34 3
Rs_;__62L933
ANNEXURE-6
UNIT RATSS FOR VARI0U5 TECHNICAL COMPONENTS
OHSRs Rate oer Litre
1) 40,000 litres OHSR Rs. 4.50
2) 60*000 Litres OHSR Rs. 3.50
3) 80,000m& 1.00 lakh litres OHSR Rs. 4.00 (due to extra
column)
4) 1.50 lakh litres OHSR Rs. 3.00.
5). Above 1.50 lakh litres OKSR Rs. 3.00
GLSRs
1) 10,000 litres GL3R Rs. 3.50
2) 20,000 litres GLSR Rs, 2.75
3) 40,000 litres GLSR Rs. 1.70
4) 60,000 litres GLSR Rs. 1.20
5) 80,000 litres GLSR to 2.00 lakh Rs. 1.00litres GLSR
6) 2.50 lakhs litres GLSR Rs. 0.56
OTHER WORKS
1) SUMPS Rs. 0.75/iit
2) RAPID GRAVITY FILTERS Rs. 0.56/1 it
3) PUMP SETS Rs. 3,000/H.P.
4) PUMFIHG STATIONS Rs. 2,000/SOn
5) OTHER 3UILDINGS Rs. 2,430/SGn.
A39
ANNEXURE-7-*
ABSTRACT ESTIMATE BOR COUSTR'JCTICn OF SL.UICE AT THE
CAHAL FOR I 1104 ,
Ma.S I .N O .
Quantity Particulars P-ats Amount
13 3240.00
2) 1 2 0 . 0 0 Cum
3) 3 6 . 0 0 Rmt
4 3 3 6.00
5) 100.00 Cam
5 3 7 0 . 0 0 Sim
7 3 L . S .
83 L . S .
Earth '>'hrk sxcnvation anddsoositing at soil '-'ith £ni n i t i a l lsad c£ 10 Mfcs. andl i f t 2mts. for cutting th°can'al bank and re f i l l ing ;:hesain? after construction ofsluics including sectioningand roll ing e t c . , complsts.
200.00
l a y i n g of C. C. (1 : 3 : 5 3 ' -.is ! ng40 rrxn g-5a«e metal £-?r leve-l l ing course including ccstand conveyance of a l l mate-r i a l s gnd lab |3urcharg"3 completednclurilng r^inonqa ?indc«sscharges complete. 537-'15
Cbst o£ 900 rvm0 RCC P2 cl-isspipes with ne-'ess-ary col larsincluding cost nnd cor."9yancsof -ill materials FTKI labour
L. S.
jointing of 900 rnnij?P.CC ?2 class nines' i n c i t i n g.lifting, ali.gnrnf?nt- ?nd joint-ing 1:h= collars includingall labc.ir charge*
Construction o£ CP.S masonryin CM (1:33 2nd sort inclu-ding cort and conveyance o£all' n\(?.t&rial's -?nd 13h^>Tcharges includingseinorageand cass charges complete.
4 3 2 . 6 0
w i t h r n i n e n ^ f V r * - ^ r 3 ° 0 . 0 0( 1 ; 3 3 2 0 nun f !i I c-!'. I n - : t I ' d ! r i ' -
c o s t a r « j c o t i v f y s i n i i p o f a l lmaterials and lnbour r lp ' i sscomclate including s^inorageand cess charges complete.
Supplying and " i x i n j of mi I.ds t e e l works su'jh ••as ' ! . S , r o d s ,channels, gate with, wirsmeshetc.
Provision for qnfors^en items.
L . S .
10Cum
dm
1 P.Tlt
1 Cum
37m
64800-00
76494-00
60000-00
649-Cn
43260.00
2730-00
Tbtal
20000-00
32063-00
300000-00
A40
DETAILED ESTIMATE FOR THE CCIISTfVJCTIOtJ OF SLUICE AT THE
CAMAC, AT ALWAL VILLAGE POP C. t1 . W . 3 . SCM'vMF HAr,O<'[IDA.
. , l " Particulars Mo. L 3 D QuantityN O .
1) £'••=)rth Work: si ' / jgv^tion and• d e p o s i t i n g .it s o i l witii an
in i t ia l l.e=5d of 10 Htr-.and lift: 2mts. for cutting-canal bank and refilling :the s rne after constructionof 4.u.tc(? including sect ioning . , 1 M 5 r4_2 9 . 0 37'1O.OOand rolling a t e , complete. —'-a- 2
2)- Lamina of C.C. (l • 3 15) u s ing I40irinrgazs met^i^for l eve l l ing.course including cost gnd
conveyance of a l l mater ia lsincluding seinorage £t cass 1x1 21.00 S.00 t 0.50 63.00charges compj.ets.
Alround the pipes 1x1 18.00 3.00 1.50 81.00for improving base a t
canal Aid for addi t ional soundness 4.231 3 1 4 , M8.29Cum
3) Cost of 900 rm<0 RCC P2class pipes with necessaryco 11 nrs incluriing cost ?!ic'conveysmca of a l l mater ia lsand labour charges. 1x2 IC.no - - 36.00R.M
4) Laying and jo ;n t inn ,of 900mm 0 B.CC p2 cl^ss pipesincluding l.i. ft*;ng, a l ign-ment and joint.iny x i ths
•co l l a r s including a l llabour charges , ^ 1x2 18.CO - - 36.00ft.M
5) Construction of CRS masensyin On (1:5) 3ml sor t incU-Vding cost and conveyance ofa l l mater ia l s 2nd labourcharges including S/j'c chargescomplet9. " l;;l 6.00 (J • 5+0.4 5) 9.00 97.20Construction of two re ta in ingwalla in front of the pipe's 2*l/2 3.00 3.00 0.90 9,(DOIS
Deduct pipe portion 1;;2 3 . 14 2 (1x1x3.6)4
Met qu.-rit
105.S5Cum5.55
lOO.OOCuin
5. Plaster in' vlth- camentMotor "(1:3) 20 rrm >.hickincluding c/c of' a l l
ri?.i5 -7-ry.1 Labour
Inc 1 udirt'j s e r i r i se ess"charcfsscompl'3'y2»
' ^ t s r s i ^ a l'-'l 5.0^for retaining -.vails 2x:/2 3.00 9
3
*** i
1
. 0 0
. 0 0
. 57
.57 S
.57 :fr,mts.n. mts
L.S for top ofretaining wall
Deduct n i ts sor-ion 1x2 (3 . M .?) l . n0 1.004
list quanlty 70.00 Cum7) Supply : m =sr!cL Fixing
of mild st^ei v/orks. such as f-!..5 rods, channels1 . '.
gate with v;irsmesli e t c . . - L. 3
• . , i , , i ;
3) L. S. for 'infsrsasn item L,.S.
A42
C . P . W . S . 5C!ifME TOi: V I L L A C L J IN NAIGC'.'DA 3ICTRICT
»
AM.STRACT F.iVV I tih <:<'•: fCJf COflV^I'.TrM'J '1'IIK E X I S T I f.1^ HAPA.'JAMUUHAM
• TAJIK TO SUMMER STCRA'JF TAMK AT ALWAL (,V) .
3 1 .N O . Description ti tv Amount
Clearing ii:;h- Jungle f.romexisting bank bund both sidssU/S & D/s
l?2C0Sq .m
1.3R 10Sq .,TI
3610.00
Earth wcr!: s::c^Mticn anddepositing or, bank with anadditional ls-?d cf 0.S0 Kmover initial Lc-nd of 10 mand tv.'o' acditional lsft QVI?initial left ;; 2 m in h^rdstiff claj-/ stiff j3.C and r?dearth soils including consolidation v/ith 7T. Roller inclu-ding w otter I. nn a t e , cow|;l!:*:»for fai?in^ ^nd strengtheningof existing t-^nk bund andforming new tank bunH.
2'!5OCCCum
2 9.CO 1 Ci-m 710S000/-
• 3 . Col lec t ion -nnd s.unply ofgravel and stcrthg at s i te^or premer*curcrrionts j nnspreading the ;amr- over fccnkbend for gr^vs»l casing Incl"-ding cost ind convc^-Ticc ofal l materials ?nd bqver chcrgi
!67 . 3 3. CO 1 CUT>
4 . Rough stcr.e dv/300 mm thick forincluding CO.T1; y-^nc? of =>H .Tifltlabour charges c
1'! 5 7.00 123.35 1 Cum 35100'!. 00Cum. , , '
and
li.S. for unfersean workssuch as grout ing to r e v e t -ment and b l a s t i n g theboulders etc.,
L..' 632975.00
5O00CP.00
A43
DETAILED ESTIMA.T3 TCP. CC'1T."T'.TT*I THE EXISTING
RAMA8AMU7JHAM TAMK TO Si'*" T J» ST?PACJE TAMK AT A (•/) .
Mo. Description MO .
3
Quantity
1. Clearinr zc:!-' Light Junglefrom existing tsinkibundboth sides I
1X2 800.00 12.0°m
19200 Sqm.
2. Sarth vcrk <2xciv-->tlon anddepositigd on bank with anadditional le?d o£ 0.3 Kniover initial l=arj of 10 mand with two additional
, lifts over initial lift ** of 2 m in stiff 8.C, red
sarthr and ordinary soilsincluding beaaking clod?and sectioning and rolling
. jcfcs with 2 Ton Roller in-cluding watering for raisir^nd strengthening the bundandf to lavel the tank bundarea.
1X1 7'!0.0? ( 3-J-39X9-2 .5^22X5) 92S85m 2 2 Cum.
the tank bundarea
XI 700 700 0.30A. V
145000 - 9268S = 151315 Cu"i will br; utilised fcrforming the new bunds in the oth?r iaai four
2'1SOCOCum.
3, Gravel casing to 'V/S sideof the tank bund.
1X1 740 20.12 0 .20 4467Cum.
Rough strris dry packing30 cm thick for revetmentincluding coot and conve-yance of all materialsand labour charges complete. 1X1 740 20.12 0.30 -446T Cum,
5. L.3 for vnforseen items suchas grouting to revetment ifnecessary etc.,
L.S,
M 4
DATA 511EET
1. Earth work e*c v;r\ticM anc', dcposit.i tig on hnnk with anadditional le»d of 0.50 Km over- ini.tj.o\ led of 10 mand two additional lift over initial l*£t 2 m in h-nrdstiff clay, stiff 3.C ?nd red Ofirth soils includingconsolidation with stone roller (2) Tonnes includingwatering for raising the tJ
10 cum cost OS Earth work = 99.8^/10 cum
0.50 Km lead for earth work & 15.50/iCum =155;-00
Add 3 lifts 11.3Q/3 lifts = 11.3C
Add watering and ccnrolidaticn %itthstcne = 12.00i
roller o£ 2 Tonnsa • xx :txRS
Sundrias - , = 1 , 8 6
290.00
Rate per ICum = 29.CC/lCum
2. Collection c£ gr?vel and stocking at site for prerand spreading the same for ciravel b:se to tank bund.
1 Cum cost of gravel 9.06/ ICum = 8.S5
1 Cum Iced for gr.i»el (4 Km) 1Q - 52/ ICum =19.32
1 Cum spreading gr4vel 4.82/ ICum = 4,R2
3 3.00
a Rough stone dry packing 30 cm thick for, revetment includingccst and conveyance of all materials and labour chargescomplete.
1.10 Cum cost of Rough stone of -siss 3Cn mm «•• 13.?6 = 15.35
0.40 :ios wodder or stanq packer •? 21.95/aach = 0.78
DETAILED CUM ABSTRACT E3TIFIATE FOR CONSTRUCTION C? OFFICERS
QUARTER FOR M.A.P. NALGOtJCA.
51.M O .
I
Eescriptioitam.
2
n ofMo.
3 4
3
5
V
6
Qty
7
Rate
8
Amount
9
. Earth work excavationin H.G.soils for foun-dations witli initiallead and lift as per Istandard specification \
IAlround Building
C/W between drawing ,room and. k i tchen, Dining
C/W of Drawing room
C/W of Dining room '• Kitchen.
C/W of Bed room, Bath.room.
l x l
l x l
l x l
l x l
l x l
1x2
l x l
l x l
l x l
1x2
l x l
l x l
47.28
8.13
3.34
1.54
7.75
2.74
1.24
3.30
1.50
0.34.
2.00
0.90
1.20
1.20
1.20 '
1. 20 1
1.20
1.20
1.2C
1.20
1.20
I, 24
1.20
1.20
Total
1.20
1.20
1.20
. 2 0
1.20
1.20
1.29
1.20
1.20
1.20
0.15
0.15
68.083
11.779
4.309
2.217
11.160
7.391
1.786
4.752
2.150
1.011
0.360
0.162
116.132
of Bath room
C/W ^f 9a th room
L/W of Verandah
C/W of Varandah !
<VJd for Project ingp i l l a r s .
AdtJ for Steps in front.
Add for Step's in Read.134-20 1553-00
2. Cement concrete(lt4;8) using of40mmguage H.G. brokenmetal including pqst
A46
d conveyance of a LIfTtatsrial and labourcharges, '.-fat?r l<*ads,curing for f i l l i n g 'foundations' as per ^'standard s p e c i f i c a t i o n s . <
AI round > 1"1 '••17.2P i . ;o 0.30 17.02C
C/W betv.-een drawing, din ing 1::I 9.19 1.20 0.30 ,1. M :
and Kitchen. " ' * " • •
C/W of Drawing room
C/W of Drawing andKitchen
C/W of 3?b room A 3ath£/w of Ge-ehroom
C/W of Bath room
L/w of Verandah
C/W of Verandah
Add for project ion inpi l - lars
Add for steps in front
Add for steps in rear
lxl
IX 1
lxl1X2
lxl
1"1
lxl
l:<2
lxl
1 .
7.2".
1.
3.
1.
0.
2.
0.
34
5-1
7-4
21in
30
3 4
00
90
1
7
1
^
1
1
I
I
11
.20
. 20
.20• 20
.20
. 20
-20
. 20
.20
.20
0.
0.
0.0.
0.
0.
0.
0.
0.
0.
30
3 0
3030
30
30
30
3 0
150
1*50
0.
2.i t
C .t
0.
0.
c.0 •
202
5547?0972
•'• 1 9
t aq
540
:-M
350
3. R.R. Strns masonry inCM (1:5) using H.G. stoneinpluding cost and', conva-yance of all material,labour charges'., caring etc,compl3t9 for fill, ing offoundation as per S. s . forfinished iftem of vork.
2 9 . 1 2 7 c-jn 5 3 3 . 3 0 1 5 6 9 3
A47 •
A I r • • • i i i ' 1 t - , h i » h i i I I f M na i y ] 1 ; , ^ > ' r? - ' i n n ,1 ••, ' i - i i | i t
I V W l)'M-.-,r»n d r a w i n g r o o m j , ^ .<?..)" o . ^ ' J 0 . 4 = 1 . i "= !
' ' • / ' • > • < ! • ' • • - • • • i n g r o o m ' l ' - ' . l ' 1 . ' • 1 " . ' i n > ' . ' , 1 r- ! . - f M
C/W o f r a w i n g • r o o m a n d i ;>^ !.>">•: p ~o n .| s o - ; ;
C/W o f =ed r o o m , A b a t h J , , J p _ Q 5 r j # q n 0 _ . } 5 3 . - = -;
L / W o f H a t h r o o m ' j . , j T , r u n UQ 0 1 ? ? 1 = 7
C/W o f 0-Tth ro.cm ( v j i.^-i Q.-o n 4 ' , n^>'-?3
L/W o f V e r a n d a h 1 ; < 1 i < e n 0 . - 0 0 . 4 = 1 1 = 0
/VJd f o r P r o j e c t i o n o f | . , 2 ' n . v ) n _ i n 0 . 4 ^ n 77=;
2nd FOU':1::;^
AL round i!i= Bui ld ing l x i 47 . 7n 0 75 n 4 ' 1- ?-7L/W n™ 1-•...•/»on Drawing rocm-Dinlng-Kit"Men room . ,
C/W Drawing room , ,,^
C/W Dr'TJing' St Ki tchen , . ; 1
C/W FVvi r-om A Bath ,.. j
L/W of 3-i V.\ room ,,,-,
C/W of 3-th roomj , , . ,
L / W o f '•'••» 7 3 n d a ! i , j , . ,
C/W of Verandah , , . , .
Md for p i l l a r s . ly2
3 .
! .p _
3 .
1 •
1
1 .
r>
6
7n
no
2^
19
«^
7 ^
a ;
3 •!
P 7 =;
0 . 7 ;
" . 7 "
" , 7S
C.7--
0.75
n . "
0 . 7 5
nfi
p
ri
n
n
0
Q
. 4 5
. 1 "
. 1 =;
. 1?
. 4 5
. 4 ;
. 4 5
. 4 5
. 4 5
1 .
n
-1
; ,
n ,
t
n.
3 1 3
? " 3
'. 7 1
I/I
- 0
5?a
4. C.R.S. masonry in C.n 1:52nd rorrt ••-.s'nq I W s t o n "i n c i n d - l n g C / C o f a i l m a t e r i nl a b o u r c h a r g e s , c u r i n g e t c . ,
- ' » - i 3 9 5 . 4 0 24 5^4"00 j
A48
complete r'nr finished themOf wot!': nr !»?r 5 l-.,inclfl rdspecification for Basement
AL roundL/W
C / W
c/wC/W
L/W
C/W
L/W
C/W
Add
b * 3 *~
o fo f
of
o f
of
of
of-
f o rpillars
AdrJ
A.dd
f o r
1
f o r
the building ,•
•••••r--r\ D r a w i n g , D i n i n g
" ' • ' • • ; i n a r o o m
Sin ing and Kitchen3eo, 3ath and 3edSa thi3ti t h
verandahVerandah
projection of•
steps front
steps'Hear
1x1.1 ;; I
!:: L
i x l
1x1
1x7.
1 x 1
1 >: 1
l x l
1x2
l x ll x ll x l
ixl]»!i x i
4 7
1 .
?. .
3 .
3 .T
3 ."i4. #
0 .
22'2
000
. 7G
O(J
I1'• * ~
3 4
84
90
10
, 34
n n>nn
. "0
. ?0
. 9f"
. 9 0
0 .
0 .
0 .
0 .
0 .
0 .
0 .
0.
0.
0
000
0Q
0
50
60
60
60
60
60
60
, 5 0
. 6 0
.50
.90
.60
. 3 0
.90
.60
. 3 0
0 .* o
0 .0 .
0 .
0 .0 .
0 .
0 .
0 .
00
• 0
Q
n0
T
^M
f.n
60
60
' • 0
60
~0
, ^0
.20
.20
. 2 0
.20
. 2070
C *"!
17 .02
3 .10
1 . 4 I
0 . 7 7
3 . 0 0 6
:>.. 4 04
0 . 6 6 2
1.404
0.7560 , 2 4 5
0.350.240.17.
0. 1520.10<30.054
i JT7\T~Cain
5, Flush pointing to basementwi th C. M .(1:3) to C. P.. S.Masonry including C/C ofal l matsriai, labour chargescuring e tc . , complete forfinished itam of work
Altound t!is building. 48 . 94 0. 50 156.45 45900
A49
6. Infi l l ing the basement-with 9XC3V3 tidn noilsother than sand withwa^rlnrt -ind tampingcomplying to the stan-dard speciiicajtion.
Drawing room:. ,
Dining rocm
Kitchen rocm
^e'randah
3ed room :
Bath rocn
Hail
1X1
ixi
1X1
1X1
1X2
1X1
1X1
• • ;
3
,3
3
.3
c,
1
, 24
.?c
.34
.,20
.34
.14
.74
3.?.!
2 , 1 •!
.2.1 i
1,22
3.?4
1,94
3,?4
To
0 , •! 4
0.45
0.45
0,-15
0.4 5
0.4 5
0.45
tal
9,2?
3,4 66
3.215
1 .755•
11.8-13
1,771
3,085
34,527Cum
56±10
4_5 195.00OJrn .
7. "tip^r .•» " u c t u r ? wi thbrick in^Sfincy in C, M(1:5) using Ilnd classbricks including cost "gnd conveyance .of a l l .
• material , labour chargesscaffolding, curing a t e ,complete for finished i t ;of work as per 'S.S.,
A1 round the huil.H1.rirr
! , / ' . / . ! « • > • • • ! i Di .-,v i ' n . j -
!•:: tchen.
C/W of Drawing
C/W of Kitchen-Dining
C/W of Hail
C/W of Hall
Aid for 3rick p i l l a r s
1X1
1X1
1X1
1X2
1X1
1X1
1X1
4 7
7.
4 .
2.
5.
2 .
0.
. 28
04
20
40
51
10
35
0.3"
0.3 5
0.35
0.35
0.35
0.35
0,35
1 .60
3.60
3.60
3,60
3.50
3,50
3.50
5 " . ri 7 ?
9. 373
5,297.
6 ,0.1 5
a. 202
2.54 6
0.341
A50
Add for p a r a p e t . w a l l '1-1 • 47 .28 0.23 0.45
b)
c) Deduct
'1 .89 3
Deduct for Cttorswindows
W l •
(Almirah)-
Deduct for Linteli
t
and
D
D l
• W
V
A
s over
D
Dl
wW2
A
\"1/C?
1X1
. 1X4
. 1X7
. 1X14
. 1X5
1X9
1X1
1X4
1X7
1X5
0
.1
0
0
1
1,
1.
1.
1 .
1 .
0 . 9 0
.7S
. 5 0
. 9 0
. 5 0
. 2 0
.38
,21
.96.
, 3 6
, S *
Q
0
o0.0 ,
0,
0,nV 9
r>
0 ,
0 .
. 35
,35
.35
,35
,23
35
35
:s3 5
3 5
2
1
2
1
0
1,
0 ,
0 .
0 .
0 ,
0 ,
, 0 0
. 3 3
. 2 0
. 2 0,30
,83
13
15
15
15
15
96
5
-)
2 :
0 ,
2,
14 ,
0 ,
0,
0 .
o,0.
.97 2Cum
,570,130
, 5 2 0
. 6 4 6
. .Q0 2
,52 5
, 723Cum552
052
• 1 1 1
4 99
4 3 5
tor 3ed blocksD
Dl
W
w*A
2X9
Ixn2X4
7X2
2XS
2
0
0
0
0
0
*23
. 2 3
. 2 3
. 2 3
. 2 3
. 2 3
2x250.350 . 3 5
0.35
0.350,35
2x
0 .
<D.
0 ,
0 .
0 ,
.±515
1 5 •
.15
15
15
2r>
M
o0
0
x2±i
, 2 1 ',?2.3
,093
, 154
.1.10
,51 'Cum
D 2 d U C t i O n S = . . . 17,382 Cm ' 73 **n 536,70 46695M f !• ' - t i i r r i t - I l -v o f 1 ' "
Brick work ' r " ' n
A51
8. "R.C.C. (1:2:4) mix prop,using 29mm <;c crushedmetal including co3t andccnv?yanc9 of a l l materiallabour charges, curing,,watering c?ntaring, inclu-\ding cost grid Sabri^^ci^n ^s teel as ?er 3.S.,,
a) For Lintsis ovsr
D01w
w*A
1X91 'r^
1X1
1X7
1X5
11
11
.36i i
.?«
.36
C.33n •) -
2, 3 ;
0,35
^ 2 ~
0 .
o
0.
0.
0,
T *
i < ;
15
15
15
0
Q
on
,5! 2
. ••! 1 1
.•199
.13-
b) For 3r6Ssii.~er for verandah1206.35 2472.00
1 V ' .1 . R ?. 0. T~
n , i ? o
1206.35 519.00
9. c . c . (.1:2:4) for; Bed 'ol->r:ksus ing HG me",?. 1 i nc lud ingC/C of a l l :H5t-ri-?i, L i h c i rcuring ^ t c , ~ciipir;ts Earfinished it:e^ i;*-;ork, •
Qty. is per item Mo.7(c) 1206.35 737.0C
10. R.C.C, (1:2:1) -nix using20mm ri'J cru.^h^d metalincluding C/C of a l lmaterials/ labour chargescentsrirrrf; c^'ing bute::cL:r!ing as1: ? f .^hs^l-ind Its Cabrica'Lion foe-sun shades of I.SOCTIprojection beyond^facsof wail as ;;»: S.3 . ,
On windows
From Fortiori
windows w
Windows w$
Verandah
Add for shelves
. 1x1.1X1
.1X2
.1X6
.1X1
5X3
. ,t
i
• 1
• ' 1T
1
. 3 0
,'-0
. " • • ?
, 3 6
<^0
. 3 5
4 , 3 0
i
3
3
n
2
, 1 ?
, Z5
Prut
55*55 2346.00
P.C. C. (.1 :,-;:,!) mix20mm gu irje !'',' mr;talcludi.ntj cost and conve-yance of a l l niatsr i^ls ,labour charges, curing/
for Poof: s l ab .
D i n i n g , K i t c h e n , Drawing i x i B. ' .P
Verandah l x l 3 ,f!O
,33 0 , 1 2 5 7 , 7 9 2
.50 0 , 1 2 5 0 , 7 * 0
Oath i Dsd rocm 1X1 4 . 2 0 -• 11 .36 0 , 1 2 5 t ,22'.
Deduct for ocsn aortion ivi T T O
15,432
C.125
«• , 1244.20 13280cum ' ~ ^ r
A53
12. Plaster ing with C , M ( 1 I 3 )12mm thick includingcost and conveyance ofa l l material , labourcharges, cv.ri-17 with a l lwater iT-nri^, J; .<; per 3 .3.for £ in.i.sh1?'1. item of workfor c e i l i n g .
Dining .
Kitchen
Verandah
3ed .
Bath
Corrido
Hail
. J
Deduct for •: fen ing
1X1
1X1
1X1
IX 1
1X2
l x l
l x l
*X1
3 , 5 0
. 3 . 9 0
.3.<SQ
. 3 . 5 0
3..60
1 .'10
2.7R
2 ,00
'7,30
2.40
2 .1 0
1 .BO
•1 . 2 0
2 . 1 0
P , ? 0
4 . 20
1 V]
•13. iKiperiio'.is c^at overP..G. . r^of rlab vithCM. (1:3) \2:-n th.ick v/ith.Acccproof povdera* atIKq 1 n,Tj ™ f T^mant .In —c l - i d i n g c o s t -inr! c o n v e -y ' T n c of n! ! ;r\n t=>r.l ••? I ,
. , 1 n b ' i n r ' - l i . - i r •;'-.•;, c i r f . t r j w f ' h
a l l W'U?r 1-i^is for f i n i -shad item oi work as psrS . 5 . ,
3.20 2 , Q C
Dini'ng-Kitcl-.s
Verandah
H a l l
Bath and Cod
r.-Drawing 1X1
i x i
l x l
1X1
? . i n
3.90
2 .44
-' . 2 0
7 , 5 2
1.60
2,3't
. 11 .86
23, JO
3,5-4
' ,11
30,21
2,50
p, i n
9 3 . 7 5 2
6 2 213.10 18793']m HJJ . I ^ ^
: T 1
; . 090
7C9i t r , n ( , 284.35 3429
^ . .
A54
1 r
14, Pt-i.ihPr I nrj In C. M { I • "i )
walls including costand conveyance of a l lmaterial anrl labourcharges', curing e t c . ,coi"plr:t;'? for finisheditem -of wor-s as parstandard specification.
Drawing- ' 1X2 . ' ( 5 . SO-f-8-. ?.C)
Dining • 1X2 - ( 3 . 9 + 2.-10)
Kitchen• !'<?• • ( 3 . 6 + 2 .4 )
H a l l • , 1X2 • ( 2 + 4 . 2 )
Bed • 2X2 • ( 3 . 6 M .2)
Carridcr'. 1X2 • ( 2 . 7 8 + C )
B a t h • ' 1X2 ( 2 . - 1 0 + 2 . 1 0 )
P l a s t e r i n g v / i - h C . M f . i : * )ii. **„ thick for, outside wallsincluding cost and conve-yance of a l l material,labour cirina e tc . , com-plete for finished ttern ofwork as rsr 5.3. ,
Drawing i ^ini ng
Drawing St ining
H a l l
H a l l
Bed
Sed-3ath-3ed •Bed
1X1
1X1
1X1
1X1 '
' 1X1- '
i x i •1X1 .
7 . 6 2
5 .34
2.002 . 0 0
4 ,28
11 .354 .28
3.50
3.50
3,50
3.50
3.60
3.SO
3.50
•59
15
,t T
4 4
1 1 2
20
32
,34 :
.36
, 20.64
,92
. 02
. 4 0
Inductions
Met
i Dl
Quantity.
1X6 .1X1
00
, 91"1
.7522
.00
.00
• 3 ^ 7
i'J
. 7 7
.ao~,37
. 1 7
fin
3.60 ",432
3.50
3.50
3.60
3.GO
3.503.60
21,0247.20
7 ,20
13.40
: : , 5013.30
182.00 6472.00
A5 5
VerandahVerandah3rick p i l la rMd for parapit
induct
1X11X1LX1
lxr
1.67
3.47
1.36
4 7 . 2 8
5-
3.50
3.60
3.50
1.3
. 6 . 0 1 .
12.472.
4.396
53.426
Net Quanti ty 194. 4SSim.
j/p >3 9 i q t, . ^
D
W
Wl
2X3
1X4
1X7
0.90
1.50
0.90
2,00
1.20
1.30
214.62.1
5.'SO
7. 20
7.56
20,16
130.15 3698.00
I 1 6 , Flooring with. Shabadstone 40mm thick set inCM (lt6) over'a bed of10CM thick C.C. (1:5:10)and pointing with1 CM(1t3)including co3t and conve-yance of all materiallabour charges, curing etc,complete as per S.S. forfinished item of work,
Qty. vide Item Mo. (13) 93.7^2 1179.40 11053Sqm. m ^ 00
17.' Supplying and fixing ofbest teak wood fullypanelled Cbors with a l lfixtures 3iich as toweroolto, hlngers, audrop etc ,compie t9 as P 9 r Drawingsspecifications in A.P.D.s.Sand fixing in posi t ion.
D 1x9Dl ' 1X1'
0.90
0.75
2.00 16.20
1.39 1.37
17.57Som
1901
35 -QQSft.
16067.00
A56
13. Supplying andi fixingof b^.^t t°?l; v;codW ! l l i l o w . ' t i l r | I y {1 1 xrfi] '
w i t h lfjmiii^ ft. 3 . r o d sat 10cm, C/c .incifixtures, towsr boltshandle ett , complete asper A.P.D.S.3.
20. White washing •,-;i th bestshell-Lime in tv/o coatsto the'walls Inside -andcei'ling including costand conveyance.of allmaterial, labour chargesfor finished i t'sm of workas per 3.3.
Qty, As ver Item t-'d(13) ceiling
dty. As c?r Item Mo.( 1 4 ) •
87,35
3 5^-C'C1
4-12,96Sum,
1 6 . 5 0 731.SO
21. Snowcem painting in twocoats over priming coatincluding cost and con-'vsyancs of all materialslabour charges, a t e ,
• complete;
AS 7,
3
Q t y . a n p e r I t e m Mo. ( 1 5 )
Q t y . a s p e r I t s m W o . ( 5 )
19-1 .-fi
2 9 , 3 5
223,82 137.65 4200.00
Painting new wood
Windc.-.'s wi. til re'Tdym;Lxed synthetic Ena-mel paint in twocoats over primingcoat .'ncluding costof n n-iint, l^b'njrcharges, al l inci-dental charges suchas brushes snad en-pers e tc . / completefor finished item ofwork as per 5.3. ,
Doors D • •'
Window WWl
1 X 2 K 40 .0 .
1 ,
0 .
90
7.5
50
90
2.001.93
1.20
1.20
36
3
19
20
PC
,'! 5
,06
. 3 0
.79
, 1 0Si tin .
'23.CO 1802.00
23. Fabrication chargesof s tee l includingcost of binding wirefor finished item 'ofwork as per drawingsand les ions .
1.5 T 9CC.00rn»T
1350.00
A53
"?A . Ojflt: "tinl O > n v y i i n c sof Steal i -
1.5 r ngou/-
25. Provision for watarsupply and sanitaryinstallations 10000.00
26. Provision forfittings- : 20ooo.oo
77. L. s . £cr otlisr unforssean items ofwork.
L.S
for Sq.ra (Average) - 2S0000
11681.00
Officers Censer Per no. Rs. 250000.00
24 27.10
Say Ra, 2430.00/Sq.m
A59
HOIlEi. DETJUUCE) CUM AH2TIUCT KSTIKATX TOft. CONSTttUCTCOU o r G . U . C . I t *
4OOOO OHUK 6OOOO OiUK l . o o Lk Lt* OHttft l . S U Lta OHSH
R*to Anount K«to Amount Oey »Mrmnt Qty kitePar
toomt
1 0 11 12 13 16 17 I S
Jtartn work 4DtQ<v*tloci
ftO a and l i t e of 2 •in foartl oxavaXl; aoilaaa |*«r s .£ 20fi tarfoundation
i) for outar coliuma
l) tot innar coluaua1x4
1x4
2
2
. 0 0
. 0 0
2
2
.oo. 0 0
l.SO
l.SO
- :
14.42CM.
13«.3O1 L
17.34 13*.30 233.O0
24.0024.00
4&.00CUB
134,30ID 6iii
74.73Cum
134.3010 tu»
1OO4.00
2.* l>aylag of J»l«4.a cutestetincrat* (lt4iB) pn>-CMtlog -40 an II.G.« t * l including c/c ofall M C i d t U asd
alxlngg c
and Gtttmr Aacldantalor «peraci.oa*l c u t -geatoe
1) for Out*r coluaoa 1x4 2.00. 2.OO 0.30
11) for iauar coluwu 1x4. 2.O0 2.OO 0.30
. .- * .«O
533.30 1538.CO i . 4 6 8CUE
533.3O 1850.OO' lCuat 533.30
T*C£5-5120.00
— 11.21 533.30 5979.00Cue
UCZ ( I ( ir2i3)us lug 20 • * u.eM U l of
Uj blasting'Oing c/c «f a l l•acadala and labourdiacffaa nixing MC«Claad. curing a te . ,catqplata tor fiaiabadltau a£ wack aa par&.&. for foetlngi
U. V.t.C.C ( 1 I 2 ) 2 J 3 ) ptQpiualog 2O mm. li.O. awtalwltt raqulrad quantityef a&aal 1 Deluding c/cof a l l tutorial* andlabour cttargsa, curingwater l*ad, cantsrlugcbargsa, a t c . # couplac*but aotcludlag coat ofataal and, Ita <<tiar.lcationcnargca toe tlnlatied
lt*m of work aa per 5.S A63
1O 11 13 11 14 15 It 17 IS
tor <•*!!•
tt. aide w*iia
1) IS OH ttUck
It I in tl)l f?K 2 ati _ «.1O 0.10 2.15 3.76 20*6.70 7770.00 5.36 2Q66.7011 Citu CUM C M CUK
:o. v.u.c.c (ujUog 20 M U.S. **at*lwlt-b required quantity•f etael including c/c
t « l
cn4iirg«i> curing
o i I t *
lor £lnl«bed ltea otmock *i per i». fl farInner col KITH in tank
Jet. «tcj> 9.» toUnd atep 11 to 13.05
U V.k.C.C ll i lTiiS) pruji.20 aw U.S. Metel
of »t«cl loclullng c/cat »11 »«t.*rl*l* «ad
curiascentering
ail
but «xclodlng coat of«c«»l and ita ikiirlcatlocctuicg** for tXaXmh+&I tw of work aa per6.8 tor t*v ri»g glrd-r,
" oi icwl including c/cof all »at«xiftla aodlabour cturg«a, cue Inswater, lead centering* A64
JO 12 13 14 15 1 6 1 7
aucb * • operatio-n»l and Incidental char-aaa tor fJjUaited lfcaaof KOtt t i per £.£. torSOJJ
IT 6.5' 0.15 2.3«2 IBS5fr30 1853 2.37CUM CUB Cum C U B
1BSE.30 157oS>C u t
8.47CUB
1B55.30 15715.00
li.fc*tilling the founda-tion and M*a»eat Hi touc4v»«] •allv,(*tiwr than•and) coaply.lng KILU *c*n-dard •pedf-loatlooa tilthnitcxjog, t«flping, inclu-ding fcj«*)ciity oi
j ) ( O t - 1 No. 2OOO.OO 2000.00 INo. 20Q0.00 2O0Q.O0 1 No. L.8 2OOO.O0 1 Ma. 2000000 20O0.OOkach E _ Kadi
1 Ho. 2OOOO.OO 2OOOG.OO 1 U0.20000.00 2OOOO X I Ho. L.fl 20000 1 Koi 20000.00 20000.00
. f>/r of utccr larval1 Me.
o1 H o . aOOO.OO 3OQO.OO 1 N o . 3OOOtOO 3000-00 1 N». V.a 3000.00 -1 Uo. 3OOO.O0 3OOO.OO
:0, aft of llgtitealng•caatoc of approved H n - X No. 6OOQ.O0 6000.00 1 No. 6000.00 60O0.O0 1 Mo. L.S 6000,00 1 NO. 6OO0T00 6OO0.O0
A65
a » 10 11 12 13 14 15 16 111 10
. O.I. H»nd callingwith H/3 angular lionat top all rauad the tankloci ml Ing c/c of all itatcrlalaaad laoour cnargaa, placing laps i lUw. centering and curingetc . . cmplat* lea fabricationcbargsa awa per drawing L.S -
. painting tdtb mourn COM of app-roved colour, tnra« coici ovar• prla*ry coat Including c/c of
all u t i c l U i aaoom cbargaaace., cafiHtt
. frevlalon tor OX/CI pip* ccooa-for lnlat and outlet,«cu axraatar acrau-
g locludlng alulca v t lvu ,wo*al duct foot, ttaiula, ball
K C , 4 ccajjiaUt ~
;i« ProvleloD for fixing cnargaator pip** c p c d a l a accaaaerlaa,H(i»al, valvaa, e lulc* valvaa* lit-raadlnQ c b u g u anc other labouranacgn* c / c of a l l ataterlala and -a l l labour cnargea a t e . , cca$>l*t*.
MCOEL IJSTAIIED CUM ABETOP.:rr ESTIM'.TE r <~i>. C. ~T! STRUCT I Oli CT R.
1C, 000 H - r e n c c u a c i t y 3C,00C =ic Irv I . - 0 . j ' U i ; l~s
Description cf No.Kateper Amount Q t y Itnte
per Amount D t y k - ^ e An.ou.itper O t y Amour)
10 1 1 17 18
tarth v;crl: txcava^ionIr. f ouxiaa^ion ani cspei-
or. uant: v;lthl iea3 cf 10 rats,
an:: l i f t of 2 OT£.. inJudiny on:- ciav soiislike li.C.kea eartr diidordinary ;,TBVCUiit=2~:n:j t j 11 in:: out cfwiitci etc., aini'jiite iis
per t . i . 20b
«L2.75 0.90 0.90
Cum13-1.30 ti-00 C.13 13-1
10. 3 0
CumG1-00 14 .92
Cum11
14• j
^_30Cum
200-00 IE. 56Cum
131 3
••..30Cure
laying of olain cementconcrete (Ii4»a) rr.ix using40 nin 11.G. netal -f tropvariety ODtaiiKC IT,- blast-iny incluilimj cost andconveyance of al l material
laKttay charges, watering,, curing, n-.ixing
ctiaraus e tc . , complets torfinished Itern of worh aspur 5.S. for fourJatiDn Ded.
t; •?.. StoDu maaoiir">r in-enient incrtar ( l : 5)ui.j;uj h.G. store incluSlnycosv arii ccnveyens*; of= 11 material ar<3 lauourcnaraes such as cicrcarmixing, curing, wacerinaand -other incidental andoperat.ioniil charges torfinished item cf work usper S.£. £cr fi l l ingfoundations.
TTx 2 . 7 5 0 . 9 0 0 . 3 0 3 . 2 2Cum
533-30 1243.00Cum
6.13Cum
5 3 ^ ° ^269-00 14.92 53^30 795T.00 23.02Cum
^ 533^0
llx 2.75 0.60 G.60 13.71 396.40
A67
11 12 1 3 t a
Z.H.S. masonry iz CMlliS) using 2nd s ; ~i.G. scone lacluiiag:ost anJ conveyance ofj l l materials are:lul>oar criditjes ai site;udi i : mixing ro^rrar,rurluu watering aai etherincidental and opsra-- i on u 1 c ria rtie si crfinianed item of v-rrkas pur S.S. for cas
^ef Il l ins the basementand foundation uizr.r>ie excavattld sci is other^han Bant comply in: tothe standard 3De=ifica-^lon including wa-eringcainplng art! brtar-irsgof eleds and a l liaDoc charges e t ; . ,;oitfi letu .
0.4 5 0.50 2 . 4 1Cum
432.60 B41-00 13.32 432.50 5T62/
2.32 0.50 12-00Cum
/ Layiijg of pialn cetaent* concrete tli*)6) - ix
us In9 40 mn KJ metalof trap variety cc=ai-ned ty blasting inclu-ding cost ard conveyanceof al l material aselabour charges, curingtamplog mixing ezz.tcon()lete for finisheditem of w=r/K as perS.S. for bottom
flooring.
•i V.K.C.C. (lil*l»3> crop,using 20 mm H.G. re^alwith required Btte 1 quanityincluding cost aniConveyance of al-moterlol and labcurctiaroetE curing mixing,centering charges suchas incidental and ope-rational charges e^:., . :complete but exclailna
V.R.C.C. (I:l^i3) Prop,using 20 nr li.G, netal wiwith requiredquaolty ct steelinclttjlnc costjti3 convey a nee ofoi l mater'la * endlabour charges,cur lug mixingcentering criargessuch a£ incidentaland operationalcharges e t c . , coit.-plete but excludingcost of s u e l andfcabricatior. chargesior side wills asper standard spe-cif icatloas.
V.R.C.C. £li2)4>prop, using 20 nH.G.mstal withrequired steel qt i ty inclailng costand conveyance ofal l materials andlabour charges,mixing centeringcharges incidentalatrf operationalcharges e t c . . com-plete but ex=ludin:cost of s u e ) andi ts fabricationetiarges tcr Top reefslab as per S.S.
Ueduct tor maoholt:cnvtr
Flush pointing loCm (Ii3) 12 mmthicX to C.Bs ,masonry 1-.eluding c=stand conveyance ofall material labourcharges, - c-^riog,watering lead etc. ,
v.Ft.C.C. hand railingwith VRCC posts at topnIround the tankIncluding c/c of allmaterial, labour chargesplacing In positionceBeerlnc and curingetc . , complete butexcluding cost ofsteel arci fabricationcharges as perdrawingposts at 1. San intervalsHailing & 0.3m intervals.
752.00 750.00 10D0.00 L.S 7 50-00
Snow cere painting intwo coast;; even primarycoat including costiinci conveyance of o i l ,jrutcllu) arvi labourcliui'Uei e t c . , completefor finisned item ofwork at per 5.S.
ftasement TIX3.2 0.35 3..52
Side 1.75 17-50
Tup slab
Deduct tor manhole cove
tarth work excavationfor fcundaticn anddepositing on bankwith init ial lead of] Oni ord l i f t of 2miti loaniy and -clays o i l s like E.C.Red .so i l s and ordinarygrobe3 so i l s e tc . ,cciiuplece for platform alround thetank.
4.35 1.00
11.0032.02
Sqw
0.28
t.'nsqm
..s-s
187.
B £ .1G
65
BOCum
596.00
18.00
52.11sqm
1R7.65 97B.0O 92-G2 167.65 i 7 3 8 . O o10 sera. . sqn 10 sgro
3H7.0O
A70
1 0 11 12 13 u is ie n
... Laying of ccement concrete(] • 4 • 8 > prci..using 4t iwr K.G. metalof trap v a n s t votrtulne- incluiitKcost an- ccrr-veydoct cf c l ! materialorvi laocuc cnaraes
rnixln; tacnpi^g witruater ieaas sec, ,complete for i l s i sItem cf wcrr as perS.S. for pia-forn
al I K I U : ing cost •ccnveydr^re of aZJ
, curing, fixinwater lead -ampinaetc.,complete for flnisneditem cf work tor piat-
for Tin: of platform(Korb)
1.00 0.15 2.54 533.30 1093.00Cum
rrx4.27b 1.075 0.15 2.164
TT
.Supplying and Sfixing 1 Ho.of R.C.C. phsnial
.600 nnvE as t>srstieclf icat icas.
Supplying sec f i x i c ;of C.I . l i g r t typeinanhoic caver withrcuub of 60C nrrjj
1 Ho,
xS.15 0.10 0.10 0.165 1206.3 5 2810.00
Cuin
L.S • 700-00 L.S - 700
L.S 500.00 L.S. 500 1OO0
L. S
L . S
700.00
750.00 500each
Supplying and fixing 2 Nos.qf fly proof ventiiarors^ ith fiece ssdr. copw r '
Provision tor fixingcliaroes cf C.I. lnietoutlet pipes etc . ,complete
L.S. 7 £0.00 L. C. 7 50.0C 7 5C.OO L.S. 7 50.OO
l_j Provision for lettering-:ith painting ofapproved colours.
J-ySupplying and fixing 1 No.of water levelindicator of approvedpaptcrn with necessarywire gauge pullv in-cluding cost aiiiconveyance cf al lmaterial and labourcharges etc. , corrolete.
and conveyanceof steel used forR.C.C. items of work.
, • abncaticr cha roesaf s t e t l i " iiri in;cost uf ijirii in? w; rejiii plecirx in3osJciori e u . ,
0.90MT
9oo/nr? B J O . O O 0 . 4 0 900Arr 36C.oo SOOKUS vno./nv I S Q . O O 2.284 S00/MTMl'
205C.0O
' '-rcvls 1 cr. : : runfcrseei. i^e
2141.00 US 6572.00 L.S 12l3i .OO L.S.
T o t a l c o s t of 35000.00 50000.00 TOOOu.OO
41601.00
17SOO0.0O
A73
b) i i ) S t e i n g upto GL &30 Cm above GL. '22 10.13 x 0.25 x 4.30 34.25 2522.40 86417/ -
4. RCC (I t4»a) ) mix for20mm guage t r a pcrushed metal i n c l u -d ing C/c o£ a l l 2xTExHxHXTm a t e r i a l s and a l llabour charges e t c . ,complete for dome topslab with 0.075 mts.
TT • 5.43 Cm
5. RCC (It 1»*J3) mix fortop ring beam.
2 2
Deduct Man lob cover lxl
Supplying & Fixing of •RCC' Ladder inside 45Cmwide with stspa 30- cmC/C inside the sump fortop of dome slab tofloor slab dulv embadedin CC bed including c/cof a l l materials labourcharges etc. / complete.
10.45 x 0.30 x 0.30
0.50 0.50 0.075
!to. 1 nc
2.95
0.30
2087.55 6153/-
13 5 5.30
1200.00 2000/-
7. S/F of fly proof vent i -la tor with copper wiremesh of approvedpattern ;
8. S/F of C.I. light type_ man lob cover with' frame 60 x 50 cm siae
in dome slab.
4 ; :os .
1 Mo.
4 00.00 3000/-
500.00 750/-
9. S/F of RCC phenoil 60 cmdia on top of slab ofapproved pattern.
1 No. 400.00 700/-
10. Cost and conveyance ofsteel for RCC steming.
11. Fabrication charges ofsteel .for RCC.
12. L.S. for U/F item asper actual work doneand inside plasteringand for over flowinlet pipes etc . ,
13.Snow cem paint 3 coatsfor top dome, sidewall'above C-Lt etc. ,
14.Mand railing overtop dome.
3.503 NTT
3.50a MT
105.00# Sqm.
11000.00 38500/-
900.00 3150/-
L.S, 25660/-
137.55 1970/-
L.S. 2000/-
A75
5 7
Provision for overflow and drainacja /
pipe including •driinage area rVsitem3 and escalating.
27970/-
Total Rs. 3,00,000-00
Unit prise = 0.75/litre.
A76
MODEL. DETAILED AND AaSTBACT ESTIMATE SOR THE WORK
CONSTRUCTION OF PUMP HOUSE OF SIZE 10 X 4 MTRS. 3
g . *..«!,<*,„ of wor*. "• g™-*; „ ^ ^ ^ ^Per
~T, T. \ J7 ~4~. ~T~. i^ T. 8~T 9 .
1. Sarth work excava-tion in H.G, soilswith an initial ,lead and l i f t in-cluding all labourcharges etc., com-
h pieta.
134,20
4 2 6 . 0 0
Long
Cross
walls
walls
1x21x2
11.3.2545
0,0.9090
1.1.2020
247
31
.30
.45
.75
2,, Laying of plaincement concretebed (I»4t8)using 40 mm H.O.metal of trapvariety obtainedby blasting in- •eluding C/C ofal l materials andal l labour chargesetc . , complete forfinished item ofwork as per s. s, forf i l l ing foundations*
Long walls 1x2 11.25 0.90 0.30 6.07
Cross walls 1x2 3.45 0.90 0.30 1.86
7.93 533.30 4229.00cum.
3 . R. W.Stone masonryi n a . m . ( l t 5 ) u s i n gH. 3.stone includingc/c of all materialsand labour chargesat site such; asmortar mixing, curingwatering, and otherincidental and opera-tional charges forfinishing Item of worketc . , complete*
A77
1 2 . 3 . 4 .
3 . ' Long wallaCross walls
5. 6 . 7 . S . 9 .
1X21x2
10;3.9573
0.
0.
60
90
0.
0.
90
90
11
4
25
.32
I05~37cum. 395.40 6275.00
4. C.R.S.Masonry in CM(liS) H. G.atone including c/c/ of allmaterials and labour chargesat sits such as mo»t»r,miaingcuring water lead ate. , com-plete £br finished itam of work.
Long wall :
Cross 'wall 1x2
5. Fining basement with excava-tsd soils other than sandcomplying with S.S.
103.80.90
0
0.45.45
0.
0.
60
60
5.83
7.93 432.50cum. 3431.00
Room 9.90 3.90 0.45 17.37 56.45 98.00cum. cum.
6. Brick raa3onry in cm(it6)using 2nd class brick andall labour charges at sitesuch as morter mixing,curingwater lead «tc»# ccrapletsfor finished itam of workas per 3.5.
Long wall
Cross wall ,•
for parapet.wallaround.
DUDUCTIONSJ
Oty of ULntal St bad
Windows
Openings Ebor
Openings Windows
Beams '
Bad :
Net
1x21x2
lxl
lxl1x4lxl1X4
2x21x6
4x4Qty.
'104
29
11
10
0
0
0
32.
.70,00
.88
.65
.45
.22
.30
.30
.30
.30
93
0.
0,
0.
0.
0.
0.
0.
0.
0.
0.
3515
23
3535
35353535
353.41
3,3,
0
0
0
00
0
0
0
,00
,00
.30
.10
.10
.10
.45
.15
.15
.1529.
22.9.
33.
-Ii32.cum
0.
0.
0.
0.
0.
0.
2,
47
40
97
0693' *
05
20
50
18
06
09
.2L. 3*4152 cum. 5B6*
A78
S/S of Ebor with best teakwood including wrought andput up etc.,complete*<
lxl 1.22
1 Noor
2.13 2.50 Sqm.or
23.00 Sft.
85.001 Sq.ft. 2380.00
3. S/T of RCC Jaliy ventilatorsincluding c/c of all materialsand all labour-'charges etc.,complete*
1x4 0.45
9. S/F of fully panelled.windows made of teak frame' witii shutters and fixing >'of 15 mm*iron roads 10 cmc/c including c/c of allmaterials and labourchargesetc* * complete*
0.30 4 Nos 30.00 120.00
1x4 1.00 - 1 .20 4 . 3 2
or52.00sq . f t .
32.00,Each*
4264.00
10 , Concrete cement (11214) using20 mm H.G.metal includingc/c of all materials andlabour charges etc. completefor bed beam
ForForFor
doorsWindows
Beaming
1x64X4
4x2
0
0
0
. 3 0
. 3 0
. 3 0
0 .
0 .
0 .
35
3535
0 .
0 .0 .
151515
0
00
0
. 0 9
. 25_.1S
. 4 0 1206 .35cum. 483.00
11.RCC (l»2:4) prop.using 40 rrniH.Q. Metal and inquired quan-t i ty of s l ice including c/c ofal l materials and labourcharges ate*, complete «ushas centering,mixing,layingcuring,water lead and otheroperational charges excludingcost of steel for Lintels.
Ebors 'Windows
'lxl1x4
11
. 6 5
. 4 5
0 .
0 .
3535
0 .
0 .
1010
0
-20
. 9 3,.20.. 25 1206 . 3 3 302.00
cum.
A79
1 . 2 . 3 . 4 . 6. 7. 9.
12.RCC(li2«4) using 20 mmH.a;Metal including c/cof a l l materials and a l llabour charges e t c . , com-p l e t e for Surrey shades of0.60 mtrs. Projection ex-cluding conatrcting s t ee l& i t s fabricat ion.
for Eborsfor Windows 1X4
1.651.45
Pint* Pmt. 414.00
13.HCC (i(2«4)using 20 mm.H.G.Setal including c/ca l l materials and labourcharges using 100 Kgs. ofs t e e l but exfcluding cos tof s t e e l and fabricat ioncharges.
for X benHLs 1x2 4.70 0.30 0.45. 1.2S3 1206.35cum. 1 cum. 1531.00
14.RCC (H2t4) using 20 mmH.G. Metal including c /cof a l l materials and l a -bour charges e t c . , using80 Kgs. of s t e e l but ex-cluding cost of s t e e l andfabricat ion for roof slab0.114 mtrs. thick. lxl 11 .90 5 .90 0 .114 8.00 1244.20
cum. 1 cum. 9954.00
15.Imoervdbng coat p laster ingwith CM(li3) 12 mm thickusing 1 Kg of Acco proofpowder per bag of cementincluding curing waterlead and a l l materialsa t e , complete*
Hog slab l x l 11.90 5.90 70,. 21 234.3 510 Sqm. 1996.00
IS,Plastering with,CM(1i4)12mmthick including c / c of a l lmateriala, labour charges,curing scafrldlng water leadetc . ,complete
Outside alround l x l 30.80 -' Top of parapet l x l 29.38 0.23
Inside parapet l x l 28.96 -
A80
3.30 101.S47.47
0.23 6.66
1 6 .
2
DEDUCTIONS
Doors
WindowsVentilators
Net quanti ty
3
l x l
1X4
Ue4
- 115.77 -
4
1
1
0
1 0 .
. 2 2
. 0 0
. 4 5
53 -
5
-
-
105 .
6
2 .
1 .
0 .
24 Sqm.
13
20
30
• 7
5..
4 .
0 .
1 0 .
19
90
54
53
3
190.15
9
2001.00
1 7 . P l a s t e r i n g wi th CM(It5)' 12 mm thick including c/c
of al l materials and alllaibour charges e tc . , foSinside wall.
Inside room l x l 28.00 - 3goo 84 .00Sqm.
182.00 1529.00
19.Plastering with CH(lt3)12 mm thick including c/cof al l materials and a l llabour charges e t c ,
Ceiling j lxl 10.00 -
19. Flooring with cementconcrete(IISJIO) using40 nun H.G.Metal 100 mmthick and top plasteredwith CM(li4) 12 mm thickincluding c/c If a l l ma-ter ia ls and all labourcharges, lxl
4,00 40.00 215.10 860.00Sqm.
10.00 4.00 40.00 561.25 2645.00
.20.Pointing with CM(H3) toCR3 Masonry for basementcost and conveyance ofal l materials and labourcharges etc.,complete
Alround. lxl 31.20 - 0.60 19.72 156.45Sqm.
293.00
21.Painting to Eoors andWindown -«d th best enamelpaint in two coats includingc/c e tc . , complete. ' •
Cool's,Windows
UC2V4
4x23/41.22 . -
1*00 -
2 .
1 .
13
20
5
13
19
. 3 4
. 2 0
. 0 4m.
22S.OO10 Sqra 428.00
A81
22. *taite washing in two coatswith best shell line includ-ing c/c of al l materials &labour charges e tc . ,
Qty. ,3s par item no.18 & 19
23. Colour washing to basementand outside walls with graycolour including c/c of allmatsrials and labour 'charges<etc,
t
Qt7. asiper paintingitem no. 16 +• 20.
24. Provision for Electrificationincluding rain water spouts.
25. ?ro7ision for I.S.3.M.B. 200girder for lifting the pumpsand lowering the pumps.
2 Mo3 4.60
25. Cost and conveyance ofi Steel*
27. fabrication charges of Stsel.
25.40
28. L.3. for u/s item.
124.00 16.50Sqm. To m . 205.00
123.96 24.75 307.00
L3 500.00
233
500Kgs
.sa L.5500Kgs
900.MT.
L.
TOTAL I
•
*
00
3.
5000
5500
450
7060
80000
.00
.00
.00
.00
.00
10 x 4 mtrs. siza pump room «
Sa. 80,000.00
A82
ANNEJCURE-7bHODttl, Q^TA SHSrt
No. Quantity Dtiacription of
1. 10,CO larth wcrfc' «xcav*tion in foun-dation and <J*pc«it.1.Di? onin a l l av*il?bls flcil« lh?rd s t i f f clay t o i l s J.iktfinary grsvel s^ils withlend of 10 H and l i f t ofelirJing b-ailiag out of•nd a l l labour charge atccrr?l«te. Add 3 extra
89.51 10 Cun
iatti7M in
?.• 1*00 Cu* Laying of plain : ab?d ( 1J5«10) using 40 x 110 P ? ^ 1of trsp v«ri«ty obtain* \ by b lvj -
' ting including coat & c-mver?ncsof t}.l materials i>od la'?cur char-ges tecping, cowplst* .for fl i i i-shrd item of worfc ma per 3.3 forf i l l ing foundation.
Coat of «*nd and conveyanceCast of eamant 6 Cinveyar.caHand aijting ch*rg«alei c i ' sa ms cnIlnd c l a s s reasonMan ra^sdoorWoman loaadocr
41.5<S1900.CO
8.5.238.5423,1022*5322.53
• •
MrC2a
Sach•
•
i ?250
2
.','J
«t?
3.1
j l S
, 60
,57
*3.«.
, 3 f
,5 3
13X labour pSundries on 81.34.
Cum Laying o f p l a i n cerr*ntb«"d ( I t 4 i 3 ) u s i « 7 40 irmtal of trap Tftristy obf.ai:i*dby blasting including csct andconvoyinc^ of a l l raatsrixif vrlai?^»ir charg«scuring mixing ? t c . csirpl'Sts fcritem of work ajdaticn
0*?0 Cua» Cost °f 4O ""• tI3 natal0*15 Cam Coat and conveyance of0.1S5 IIT Coat of cetmuie 6 convwyanca
A83
119.4 1 .
1300.
29
0 0
*
31.",15
10
Q.<1S Cum Hand mixing9:06 M»«.0*14 (Ton*l»aO tics.l9i0 Mca*
4 .1 ,00 Cum
1*10 CUM
0*31 Cum
0*34 Cum
0,097 MT
0*54 lloa.
1,26 Ho*.
1,40 Nca.
1.40 :;a«.
lot claas nujona
Ilnd chhssa Mien*
Man fcaadoor
Woman autsdoor
13JS isiporh.^£*nn
5,8338.54
2?J»022.53 I
J1
2 . 5 T
• 2 , . 7 1
4.0 740,53
31.SS
10.20
533.30
R.fi stone masonary in CM(l»5)r.*ing W3 stona lnc'.udiogcost stvd ts&Kwxcotrvpysn—e Q£al l material and labour char-ges at s i t e such tar mixing
1 siting* watering and othrrincidental and operationalchsrgas for finishod item ofwork.
Coat of R.R oton* and conveyance 53.30
Hand mixing charges 5,83
Cost o£ sand «nd conveyance 41.65
C»st of cement and corrv«yanc« 1300,00
Iat c lass masoni 39.04
Ilnd c lass fn»»cns 29.10
Han moidcor 22.53
maadoor I
Cum
MT
5?.53
1.13
11,15
29 ,.55
13X labour, importation 3undrisa
l»X0
0.34
5. 10.00 Cum
Scifolding charges for stone
1.10 RR sccechargss
1374 for labour inportalfinn on 134.06
Reffilling th« foundationbnsTT.ent with e;:cevated *ndothet' than a-irvi coirplying vdL«tand#rd specificationwjitsring/ tan^»ricg andof clo<?.3 and «11 labour chtxgaaetc.* complato,1/2 the rate of E/w excavtticnadd for wataring and tamping•i££t 3S2CA «nd 208
G3.7I
S. 100 Cura C " 3 tsiacnary in CI! (It 5) 2ndin-basement u^ing IK3 stcne inclu-ding coot and convr.y.inc* o£ allmaterials and labour charts:! etstia as mixing mcrtar, curingwatering and othar including andoperational ch«rg*a for jitem of wor.t par 3.a
AS 4
^r~
0,60 Cum Cost of cut «ton« 6convey*nc« ?Q.6OO.SQ Cunt Cost of R«R. Ston« and conv<*y«nc« 53.300«32 ' Cum Cost e.^.aand zand conveyance .1.66C»75 tloa. l a t c la s s gMflon ' 33.550.092 Mr Coat of cement conveyance 15U0.C00.320 Cum Hvid ch*rg<?« 3.T1
51.362*5.5313?332?,?3r?,.io1..CS
1*75la 10 Has1,50 Hos.
J..501.50
Ilnd c lass mesonstt»n masodoorTfornm
3y. labour Importation Sundries
Scafolding & ciiargea0.32 gage aton*
2?22
.11
.5.1Each
I"I1
c
I :
•' n
»,,»a
,3a
- • • — - -
7«
5,12 No«.J*Z". Cun
0»28 Cum0,05 tTTQi-iz no*.
Supar atructure with brlc.'ton CM ( l tS) prep, usingbricks' including cost and ofa l l n?!teri»la an<3 lnboiu: s c e f s l -ding# curing cliaucgsa with
cenplata for f inished i t e n f~x3,3
Coat of bricks «nd conveyanc*Cent of aand and conveyanceH*nd mjje-ing chergasCoat of cemant and conveyanca1st class brick lajar
0»70 Hoa* Man2.10 Hoa, Woman mazdoor
5,».l.i Ho.. Sc charges for
SS0.38
11.665 . S3
loou no
3*«S42?*10 j22.53 I22,53 j
8.33
1.00 Cum Csir.mt concrete in C31 ( l « 2 i t )using 20 Bra H3 matal obtainingirtclwding c«»t airii of. »11 matsri-.la•nd labcur charges.such as oorcarmixiag curing centering e t c . ,
l t for f in ished itom cf *a
A35
l.'.,cr..1,12
12^20xitrt
0,?2 Cum Coot o£ 20 ram fK3 metal & -";nveyfnc«0*16 Cum Cost sand and conveyanceO»33O fltr Co«t of cement and c«nvey«n<:e0*160 Cum Machine nixing charges0.12 Ho*. 1st c l i aa jwson0,23 Hoa. XInd c l a s s naaon2»1Q {las. H n ressdoors3*50 tie*. Vsiwn maadoor
13X labour importation38.33
far 29 ranSand
241.3*341.66
1900.009.7.?
33,6429.1022.53
Cum 2219
627
8,
.or>
.00
.ID
l<0
126*1*
13,
132(7.
cs70
9.1»00 Cum Caracnt concrete corcant in (11 214) pr«p. uiing 20 mnsetal sfcta ncd by blasting inclu-ding cost and conveyance •£ mntocicl*«nd lcbour ch?r7O3 raizing curing, cen-tering «tc . # finished itaa of w»r}t as
< per 3,3t
l»00 Cure Rats of (1:2:4) as pec Iteta No.l«00 Cun centering charges baa>» Isab S»3,fl 44,76
232-L-13
1023,70
XOTJVia"
10 *)
l«0O Cum
1.00 Cum
1.00. Cum
fcjt
Cement'cohcreta in (Ii2r4) prep.20 tm HO metal Including costand conveyance of all m*ter.ial«and labour charge* such mcrtarmixing centering otc.j ccirplstifor filling item ef work as per8,3 £sr Bed
Rats of C,C (It2t4) as item No.
Centering charges for bed block 177 .62
SunJriss
10 J3
117
0
,70,52
,03
35
11. 1.00 Cum R.C. 5 U t 2 M * prop using 20 rrtnguage HO metal & rsquired quantity
; of site including coat and con-veyance of all m«terialsand lsbcurcharges etc., plots such as centering*
nixing, labouring waesr lead & otharoperational 6 including charges butexcluding of steel and fabrication
for llnterls*
1.00 Cum Cost of'(lt2i4) item Ho.' 8
1,GO Cum Centering charges
A86
1O2J5
t~' •»
r>
.70
,03
1 2 . LOO PJTf RCC (It 2t9) Prtp using 2V mn ff'3 (fst0»fiO t-t vid« project ion b^yo^d f?cfor cha»jje3 with required quantity
of including and otlirr ccrrirtJ-;#n-vl »tid inc idrnts l charges Inc lu-
ding curing <*«ter laad c'"-# ec^-pletu far f in i sh of woi.' as parS,If . for SUN SHABS5.
Coat of C.C(1»2*4) «8 per i t*n Mo. a1039.70
Centering charges 9,2^ for Rnit 9,23
•41,29
13, 1,00 Cum
1.00 Cua
RCC (1I2I4) prop, uaing 20gua^« IK3 brokon siet»l vithquentity of steel Including ccatconveyance of all materials*chirgaa curing watering lsad cint~ringchasgra such *a cpsrationsl »rd inci-dental charges ctei# cpnplots Irtexcluding co3t of sts«l ar.d StblJisa-tion charges 11 ma ttilcJc 3LA3
Rate, of OS (lt2M) *a item No, 3
Cantering charges 9 2 . 3 3 2?.*, 31 Cum
l»00 Cum RCC ( l i 2 i 4 ) prop«us log 20 rrngu«ge broken ratal with requiredquantity steel matacialt l«bour chnrgsw»ter lead eeotucing ciiarg^a cycra-tion-al and incidental chtrg-j ccTrlctebut excluding csat I ts fabricationcharges sid« w?il.la (10 cm thick)
1.00 Cum Rate of cc (It2t4) as psr item co. 8
0*8 Centering charges ?2.33 Cun
102'
" 1 .
1101 ,'5-i
IS. 10*00 Sqm Iirperviovs co*t plastering withCM(lt3) 12 mm thick uaing 1 kgof A proof power per b«$ of crricting curing water lead aod jfcnllmaterial etc.^ ccn»plete forfinished i.tea w-jr)c as per S.3
0.15 Cum Cose of sand and0.13 Cum Hand mixing charge*0i072 Cost of cem«nt «yy1 convey«rv*;eO«33 No«* lot ci*s0 mnnacnO*77 M«*. ilnd ei»isB m«naona AS7
10,00 Sqra Plnptsring with C,??(lt") 12 crraincluding c / c «£ a l l si *?charges* curing r c a f f y H i n ge t c * , cairpleta fcr fJ.nJ »h«di
•iO.QO
0,15 Cum Coat at saiui and c»nvey -nc«O»1S Cum Hand mixing charges0*072 MT Coat of cement & convejanca0*33 Hsi , l a t c l a s s mason0«77 BDS. l lnd c l a s * nwaon
O9SQ Has.
l«10 Noa.27.5 i
SO.CO
c >.?<
7.12,10
13. 10.00 Sqm Tlusb pintlng t» CR3CV (it 3) Fr»P» including castand convejance o£ all mstrlabour charge*^ curing f»terlead charges etc.* cotnplst^ aspa r 3*3
0,50 Cum Cosr. *£ Sand rnd c»nvayanc«
0.06 Cum Hand mixing charges
C»at o£ cement and canvey«nc*
1st class bricks layers
Ilnd class brick layers
Han mazdoor .
w*man maidoors
0,0290vi8 Nca.1.12 ties.0«SO N^o.1.10 lloa.
labour F
17. 10.00 Sqm Pluatnring vith CM(l»4) 12 imthick including cost -and conve-yance of al l materials an4
l*bcur charges curing, sca-ffolding, vater lead e t c . ,complete far finished itraa•f work as per 3.3
0.1S Cun C»at of sand and conveyance0»J5 Cum Hflnd mixing chargesO»OSifT C«»t of csment »nJ <canv«y«nceO«33 Nos. 1st class brick layer A88
41
u.
19C03B2?
22
i.GS
. 0 0
ao, 5 3 I
I
2*19
55.10
IO,SJ37., S3
3G 5?
11^33
lSS»-33
-ti.se\ . i v
'1500.00
6,71p.n?
1 0 2 . f - 0
12^5
0*77 So*. ( IInd class briefc layex
0*50 Hoa. lun maedoor I
Sos. Xoman atazdoor j
7 l , i> 13X
IS* 10,00 Sqn Whit* washing in tw» coatingswltii best shellliM* includingcoat and conveyance of all ma-terial* and labour charges«t£«< collet* for. fiaishedItem •£ w k as p*r 3*3
2f«10
22.53
22.40
36,04
9,25 -
190415
It* 10*00 Sqm
20. 1,00 CUM
0.92
0,46 CUB
to doors and windowswith best enamel paint in twocoats including cost and con-Teyance etc.. complete*3.1.^ (PR) Kurnoolrat*. Meao.Mo.
Cement concrete in (ltlX2t3) prop,using 20 MM HO metal obtained byblasting Including cost and con-veyance charges such a« mortarcuring centering etc.* completefor finished ltoa.o£ w*rk asper 3.3.,
C«at of 20 en WJ aetal andconveyance ,
Coat o f sand and
conveyance
0*441 KT Cost of cement and Conveyance
0«28>*s ZInd class Masons
0.12 No** 1st d a s * saaon«
0*10 Mo** Man awzdoor
3*50 Mas. WosMn waadoors
1.10 Cuai Vibrating citargo*
241*38 222.0*
1900,00
29*10
38.54
22*53
22.33
9*28
139*93
III•
837*90 - •
4,53 . , .
'- 126*15. • •
9*28
Sundries 0.01
1245.40
21. 1*00 Cua
1.00 Cuai
'LOO Coa
RCC (ltlX2i3) pr«p. using 20 mmHO gauge br»ken Metal with re*quired steel quantity Includingce«t and cvoveyanc* «f all aate-rlals^ labour charges coring* waterlead centering charges such as- operation and Incidental chargesetc** but excluding c*>*t e£ stealand fabrication charge* £«x lU b •' '
Rat* of C*C <lliy2«3) as per ltea So. 20
Centering charges SSR 232L-13, vibrating charges . , •
23* 3Ct Supply «nd delivery «f £ullfpinnellsd Door* awda •£ TsaKwood frvnee with 4"X3a scanting?with double ahuttors incluaivsof a l l fixture* and furnlturs«stc## complete * • per A*?,3*3 butexclualva of fixing at s i ta fartha f»ll»wing aistta (appraved byth« 3*JB,« (PR( Kutnool dti 10,4.1*07) .
a) 4*-«" X 7»-0'
b) 3»-8" X 7*-O"
C) 3»-0" X T'-O3
d) 3»-3»"X 6*-6"
a; 3»-3" X «•-«'
£) 3»*0w X S1-*"
05/3f7
2 1 . Supply «nd delivery of fullypannelled windows mad* of TaaJcflrarae with **x3" acutioy with•helteira and fixing •£ IS w
irMi rvda inclusiv« cost of al lfwiterlal* furniture 'and fixture*etc.* eonpleta mm A.P.3«3,. ButeneluaivB •£ fijtl;^ charges at•t«a £*r ti»« fallowlngt sisea(approved by Scl?3# PR Kurnooldtt 14.4*1987)
a) 8»-0» X i'-6"
fa) 3"-0" X 4*-tf"
C) 3«-0- X 4*-0"
a) 3'-3- X 4»-0"
28* 10 Sqra flooring with shabad it«us -iO rathick set in CM (li6) «v<r Cl b«dlt5tl0jU3lng 40 urn gaug« H.O.Gm«t«l and pointing tilth CM(lt3)including cost and c«nv»yarc«of all material* lsb«ur chargescuring e t c . , compl*t* £«r f in i -shed item of w«si; as per Tt*n-dard specification
3habad *t»n«
C«n«nt mortar
X class mason
XX class
0.47 emu
0.13 Cum
0*96 Cum
2.24 cum
2*20 Cum Man raacdo«rs .
2.10 Woman raasdoora
1 Cusi C«st of C.C liStlO
0.05 Deduct cost of CM It3
labour importation
USi.M lOSqm 4PS-00
503
30
29
22
22
471
953
.51
• 10
.53
.53
.10
.18
1I•i
Sundlries
€037
45
73
471
) 47
22
1133
.41<,09
.13
.34
.10
.97
.05
.10
2S. S cun V.R.C.C [ItiyZt3) pr«p. for Bracks
1 Cure C«st of C.C (li1^2*3} >
10.22 SqraCantaring charges 0-Smts. 68.64
1245.40
701.50
Tor 5-8 KTa
1 U.ftltS 1:3
1.00 x 41,66 1.0 X 41*66 Sand f r 8 - 11 MT
I Lift0.24 X 1900 0.48 x 1900 C«B«nt1.C0 x 5.82 SA2 nixing
1.00 x 5.82
503.48 959^43
t-:.84
14.84
1551.74
1S76.58
10 ? Snow c«di painting in twtjeoatsever priiaary c«at Includingcost and c«nr«y#»nco «f allnaterial and labour charges«tc.» coinplat* for finisheditem of verfc as p«r 8»3
3*5 Kg Cast of iinev c«
0.50 Ho X class mason
paint
!aS0 No. Man 6
10i Sqm
Mid««rs
Scaffolding charges £*r X and IIfl?or as p«r it«a l*o. 232 zm234. A91
30,
38.
22.
a.
00
64
53
93
M.R
Sach
a
10 *jf
101.1?«
~ *
,C0,32
a 8*IG
L.3 Bruahe* 100 mm wida 4 Nes».L.3 t*»r coir r»pe for scaffolding
13* Labour iaportation 42«77
L314.500.S0
5.33
107,53
28.10 Sqm Plastering with CH (1«5) 12 «THthlch including c/c of a l lmaterial Aafeour eh*rg««, curinge t c . , c?rrplet«
0.15 Cuni Coat of sand0.15 Cum Mixing chr.rges0*5? UItr Coat of cetuent
0.33 No. I clasa nvasoa
0,77 II class aaoan
l.S H«* Man and woman maxdoor
0.5 KM f2 K.H water lead
13%labour lnportatlon
41.665.32
1900.00
38.5*
29.10
22.53
Curea
HT
Sachm
•
K.H
Sundriesmm
6
0
31
12
22
47
10
0
.37
.70
• 75
.10
.31
*71
• 02
31
10 Sqm flooring with C.C (liStlO) ualng40 mm H.B.<3 metal 100 ma thickand Top plaaterad with C.M(lt4)12 trtu thick including cost andcorrv«yanc« of all material*labeur and »tner eperationaland incidental char33s includingdaring Mixing* water lead •tc,cosplete for finished. i£e» «fw«rk aa par 3*3.
1.00 C m Cost of C.C (ltStlO)
10 3qm Plastering with C.C It4 we matMcJc
1 Cum V.R.c.Cof OHSJt.
1 Cxm C«st of R.C.C
1 COM centering Charges
1 Cum
1 CUM13.33
propl f«r footings
foref OHSRCost of C.C (ltlK2»3)Centering charges 0-5 mta
I5-6
Add 1 Lift .
A92
471
190.
1245
1245
87
.10
15
• 40
.10
.S3
Curs
•471.
X 3 J T
121"-*
1215.
XD
15
\Q
•*0
57.20
14.81
7S2
o
2C01
11
.47
.03
2022'75
. Icum V,R,c.c (1,^2,3) P
King girdar (eutor )
1 Cum coat o£ cic tltiyitZ
8*2 Sqw Centering Charges
2 lift* wpt. 8 m
f o r
33. 1 Cum V.fl.C.C UtlY2t3) prop. £«r bottom
.1 Cum Coot of.C.C
3*33 Centering charges
Add 2 lifts
34. 1 cu« v R c,c (1.U2.3) prop for Top
I cua Coat of c.C
S.66 CanteringSqra
3 lifts
35. 1 co» V.R.C.C (1,
1 oum coat of c.C
U*66 97a Cantering ch*rg«a
3 lifts
T#p ring
14.84
171.CO
14.84
814.39
14.34
1281,00
63.64
14.34
e«ch
«ach
12*5
552
0.
1*37,
1215,
55 4.
2?a
0.
.40
.94
a'SO
.03
.55
• SO
,30
51
.02
133?.JO
1245,{Q
565.75
41
0
1755
1245
737,
.52
.01
.30
• SO
.33
36, 1 cum V.R.C.C (lilK2«3) prop f»rcontilaur slab
1 cum coat of c.c lliiyiil)
10 Sqm Cantering chargwa
2 llfta
3id« walla.OHSR
1 cua vncc (1
Centering charge* A93
171.80
2*14.34
1245,40
1760
3005
29
0
.00
• 10
,53
,"2
3O2S.7O
92,33
37* 10.«o cun Earth work excavation anda* baoJe with an additional bed at O.S K.mever initial lead cf 10 n ?od 2 addi- 99.84 10 Cum 93.34tional lifts over initial lift o« 2min Hard •tiff,a.C and ret" *cth soils
' including consolidation *.' h etcnereller of 2 T Including Y Km lead
t: K2 Km lead
1 ' 13% L.I
12IS
. 0 0
. 1 8101
CunCua
1 2 .1 5 .
1 3 .
0 .
5018
74
30. Collection of gravsl mod a ;icW,ng• t ait* f»r pi«nea*ur«n9"t» and•praading th« »*«• for g iv*l b*sota'tank bund
1 Cum Cost of gr»v«l 34,43
1 cun l«ad for <jrav«l(3Ka)
1 cm sprttding griv«i 34*00
^i «ton« diry p*c!tin» 30 en39* thick,r«v«tm«nt including c/c
of a l l «at«rlsL and labour
1.10 Cost of rough stone «f s ize 300 • 153*30 53,S3
0*40 Saa waddar 21*3.CO 3c'3
1.10 • Han «azdoor I i i *-. *o <;0*70 * Kenan nazdoor |
Labour iaportation 49.33 C,U
?..-%*o
cleariag heavy angle as per 10 2qa 2*201990-91 •
ifG3
Scrubb la CO
40. 10 cum Sartn work open wall excavation Inloamy clayey. a.C sails* r»4 e*rth
i and erdinary gravel depositing oabank with lead of 20 Mts inclu-alve all lifts above water level.
a) 1st mattu(above water level)erdlnary gravel a« per Ho. 9a 39.SI 10 Cvn C2.51PHD 3SR
10*00 b) Balew water level4 rats asabere Add for Bgillng of
A94
A.RHI.NAL60N0A PPOJECT.
+ h '*kxnimvrthy. /rt
M A t
\
\
\
\
\
}
By
l
\ — —
\
\
\
\
\
D SB*! M
ail, if^c
\
\
\
\
\
_ Tfiamvflctctpctfic.
Viirinapojii
/ A
w^f **a Its
;
,260 + 3 O I y f eTirmo&pttr. y i
\
- . ^. ^ t«;Gn3(iapcil(i j^+'*
jfPQdtiapo ra n
antpal 3TT
* — IsunKOSiTn ^ Vf » * 1 «f?« ^ ^
wofaJtonda /
T H i * 1 #L nunQU
f / (ivnorcpaft^^
^M<*>tHBKtt(pa)C\ _
• Wapftll, J y ^
V ^ ^ ^ Jwaudefi-
, X*^^C _ _ **"'"n l r ~ ~ - ^ *
^ Scirepalli \
t
/
^k^»^
^ ^ f
doJthato |pa it< ,
i
IK. vattitoo ^^H
\
^ \ X
r*vdit>a&L +ni
nonpoll,".
I^/ • konoof
*** •
j \^f More pa fill
* (SS.
^T>^ MOfOnoi' ^ * «0
\
\
\
\
U+2y potnvt- "Smpovdt
9 iMe<tort
V
V
t-205
erta
1 ,*2lS
AG ~ .
\
V-. f
3rrl
a m .
\
fy
Parvt
Js
ff
——
Torqol.
\\
A
v • ^
yac£aram
f •\pe.6&QaudeTi
I •
& li% 1w/
\ \
•
Z f f*>(Kfe
PHASEl
^5TAf<K
XMU»f
• Crr;
3TnpoJJi.
\ J Q• \ >v >^^*
Mw V
R /
t
Saoar.
Xvijoi/aptif; (north
•jsiuCLptsti-
INDEX.
^^^^ GiAA ttt^X*
A EXISTIM<;
•
, Koruilmp**.li.
norom
* - •
*ASA4A*<MAM£
mAf/V4
CH£M£5
II Karth work excavation In II.? »«itf below water lev«l and Urpo*'.ting
on bank with initial l«»d »f JO wnincluding all lifts and bailingout w«ter.
* a) ulXnd M t t 8 r Thick the cat* »>t 10 cumper itam No. 123 86.77l S *
10 cum Balling out watert
b) Third Matter
5 tine* Initial rate 9 86.7 7• I •
Deduct 15* 43?. 35
10 cum Balling out water (-) 85.07
200,20
0.02
10 cma Balling *£ water
260
200
421
.31
^00
.35
c> rourtft wttar "503,30"
7 timea th« Initial rat« « 86,77 • — ^ — —
Odduct 1SX
10 cum Balling out water.
d) Fifth raattar
9 tlt*Q* in i t ia l rats 86.77
Deduct 15X
10 cm Balling out wator
780
117
.93
.13 6Q3.79
200.00
C.O.I
BC3,.»0
•) Sixth matter
12 tliM* Initial rat« o£ itea 123 e?3.0486.87
Deduct
XXX Carth trark excavation in 3. M.IKremavaisle by piekane* brow barbelow water level and dtpefltng00 bank with e lead of 20 m ln-eluelve at all lifts and bailingo£ water*
•) Sixth aat&ax
12 time* the initial rate 99.001198.90179.82
Deduct 15* 200.Q1
•A95
10 aim Balling aut vatar Q.03
4
1473.73
Rafllllng with axcav«t«d moLlm(othar than sand) complyingwith standard specification(SOX •£ normal ratos of aarthwark «« adcpted and dl£f«r«nc«ot 3.3 20 A'and 20S cttei forbrtalclng eleds* watarlng 6 t? ra-ping) «
a) Ordinary graval •• par Itwo ., ._Ho. 9B • 5% at rata dl£f«r«i»c« so.7 7o£ 208 A 20A
i99.34-89,51
10 Cu b) Htrd gravel as par it«aX2 B
Olffsrenca of 203 & 20Af . 99.44-99.31
c) Soft dlfilntagrated rock a« 'par lt«m no. 14 # SOX 99.90
Dlfftrenca of 20 A & 20S -•
4310
SI
43
1U
53
. 3 8
. 3 0
, * 3
.33
. 3 3
. 7 1
A96
10 cun sailing «ut water Q.03
A96
1473.75
43* RefilXi.na with excavated aoLXm(other than sand) complyingwith standard specification(50* of normal rates of aartbw*r.*c «« adopted and differenceof 3,3 20 A and 30B rates forbreaking clods, watering * t?rn-plngj•
a) Ordinary grav«l as per £t*taNo. 98 • 5X os rate dlf£«r«iice«£ 209 S, 20A
i99.84-99.51
10 Cu b) Hard gravel as per itera12 B
Difference of 208' . 99,44-49.31
20A
e) Soft disintegrated rock asper item no. 14 • SOXDifference of 20 A & 203
