•.

---·--
FORMAT• E
~--- ----
Name of Project:- Proposed CM Rise School at Kuleth, Dist. Gwalior (M.P.)
~ S~No. and Name of Project cost center asper column 2&3 of Format -8 External Plumbing, Drainage & Rain Water Harvesting Pit
~ S.No.and Narneof0>stC:enter As per C~lumn 2 & 3 of Format C & D:- Work
- -- - - ------ Cost·Abstract

~
(Separate for eac~ Cost Center )
MPPWD BUILDING WORKS SOR - 2022 -~:
..-,. S.No. SOR No. Sub SOR Item Name Description Of Item Unit Quantity Rate Amount
~ - - - ~ No.
r..., 1 2 3 4 5 6 7 8 9

EXTERNAL WATER SUPPLY

-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal
CPVC pipes stability for hot and cold water supply including all CPVC plain and brass
1 18.7 forexternalwork threaded fittings. This included jointing of pipes and fittings with one step CPVC
G.I. pipes solvent cement, trenching, refilling and testing of joints complete as per
_direction..Qf _Enei_neer:in- Charne.External Work 1

:___
__ 18.7.5 _40 mm_ _ _ 40 mm nominal outer dia .Pipes_.
__ __ -
Mtr 150
- --
- 324 48600.00
18.7.6 _ __?0 mm_ __ 2.0 m~ nomin~ _ou_!er d1a .Pipes..:... - --
Mtr 500 498 249000.00
----
_ ___;~______
18:....7_.9 75 mm 75 ~-~ nomir:ial mn~r jia .Pipes_.__ Mtr 320 2018 645760.00
F ----- ---· - - - - · - -
~ 2 18.13
_CP_yC gate~alve !!.ov1ding an9._~xing CPVC gate valv~i0..._~n~~of ~pproved qual1tY:
18.13.3 40 mm dia
-- -- --- +

------
-------- . 40 mm no~)nal bore Each 15 584 8760.00
- ---- ~---
18.13_.4_..c:50....:.....m--'-m'-d=-ic::a_ ____:5:.::0:...:m~m.:.n:.::::.ominal bore Each 15 749 11235.00
------•-----~-

I
-- - - -- - - - . - - - - --
Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement
mortar 1:4 (1 cement :4 sand) for stop cock, with C. I. surface box lOOxlOO x75
-- ---
i --
I
I
- I
I

mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (11
I
,Masonry
I
I
IChamber30x30x cement :2 sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary
3 18.18
I II I
I I
so for stop cock excavation, foundation concrete 1:5:10 ( 1 cement :5 sand:10 graded stone! I I
1 aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (11
I I II
I I
I I 18.18.2 Flyash bricks
cement :3 sand) 12mm thick finished with a floating coat of neat cement
cornnlPtP "~ nP[ ~taodard._rl_p<ion ·-
With well burnt flyash bricks of 50 kg/sqm compressive stren11th. Each
I 15
I
870 13050.00
I
I
I I I I I
: I I ! TUNDER GROUND WATER TANK I I
'
I
\ I I
I
Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual i t
!
I 4 2.7
I \ means ov~r are~s (exceed_ing 30 c':' in depth, 1.5~ in width as well ~s 10 sqm
Excavation rock on plan) including dressing of sides and ramming of bottom I
I
I
l
1 disposal of
~~ I Iexcavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be
~ 1----:----~--=--:::----;r:-::--------"'e-..,vtse"'ll.!;cedl.U!aund!,!..J.Joise:2at.ulvl!..!.!d.!..!re;;;.s~se!;;Jd.!.....________
2.7.1 1
0R Ordinary rock
________ ___.j..__ _ _ __;__ _ _ _ _~ - - - - ' - - - - - - - -
Cum 206 203 41742.00 7
IFilling available excavated earth (excluding hard rock/Ordinary rock) in trenches, I
Filling available
plinth, sides of foundations etc. in layers not exceeding 20cm in depth,
5 2.24
excavated earth
consolidating each deposited layer by ramming and watering, lead up to SO m Cum 21 72 1543.00

-,I
~~ \ ~ - - - - - - - - - ------+a=n=d'-'-li= ft,.,,uoto 1.5 m.

_G_-+-_4.1 C.C. upto

_ _.....__ _ _----'-'..::..c....::..;_ plinth
_ _ _ _ _...,P""r-"-ov-=iding and laying in position cement concrete
of specified grade excluding
_ 1level the cost of centerin and shutterin • All work u to linth level :
~ With40mm With 40mm nominal size graded stone aggregate.
4.1.2
metal
4.1.2.2 14.1.2.2 M-10 Nominal Mix -1 Cement: 3 sand: 6 graded stone aggre ate
011----+-------r--- Cum 8 3808 30702.00
Providing and laying in position ready mixed concrete (RMC) of M-25 grade for
reinforced cement concrete work, using cement content as per approved design
mix and manufactured in fully automatic batching plant and transported to site
of work in transit mixer for all leads, having continuous agitated mixer,
manufactured as per mix design of specified grade for reinforced cement
concrete work, including pumping of R.M.C. from transit mixer to site of laying,
7 5.30 RMC M-25 excluding the cost of centering, shuttering, finishing and reinforcement,
including cost of admixtures in recommended proportions as per IS : 9103 to
accelerate / retard setting of concrete, improve workability without Impairing
strength and durability as per direction of the Engineer - in - charge. Note:
Minimum cement content is @ 330 kg/cum. (No extra payment for using extra
cement as per requirement of mix design.)

1-----1----~-5_. _30_._l _ Ue!_~linth ---1---- -- - I

---1-------4-- -
Cum _64_ _-+---=6.::.:32=..:6:_..J....._407768.:9() _ j
Centering and Centering and shuttering including strutting, propping etc. and removal of form
,
I
8 4.3
shutterin work for :
_ _.+=.:.=~~'-- ----- - - - - - - - - - - - - -
-1==:.=.;..:.:..:.o,.
-l
Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain
I
~
! I 4.3.1 Upto plinth ---1

~
r.-,,;,,,,,_

-
F
_-1____ J_ _ . walls columns below Bnth. ___ _
---+-R-e-in_f_o-rc_e_m_e-nt for R.C.C. work including straightening, cutting, bending, placing
in position and binding including cost of binding wire all wastages and overlaps,
Sqm 312 169

-==---- =--=i
s2611.oo I

L ,~~ couplers (overlaps shall be provided as per requirement of IS 13920 for ductile I
detaling 15 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete
.(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing
I 9
5.16 Reinforcement
and as per direction of engineer ln charge.2. No extra payment shall be done for
overlaps and/or couplers.3.Couplers shall be conforming to IS code on

;t~-:.~~
"Reinforcement Couplers for Mechanical Splices of Bars for Concrete
Reinforcement - Specification")

Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to

TMT/TMX Kg 7500
IS1786 _ _ 62.9

• 1Provldi!i and fixi'].S soi~ waste anq~nt_ ppes:

t - ·-
10 ' 17.32 • - 'C.I~pipes
Sand cast iron sockel <!!'d s,e_ig_o.!J~.?l. P!Pe ~~r IS:_1729
17.32.1 ~ ·
100 m,:;; dla with wall thickness of 5 mm Meter
.. _ _ 1
- -:- - I 17.32.1.2 100 m_m_dia
- - - 970 970.00

-~ L
-1 --
-· ~ _I - - -
- - --- ----- ----- --
•E ◄»au
 9
~

111
Sub SOR Unit
rs.No. SOR No. Item Name Description Of Item Quantity Rate
No. Amount
I 2 3 4 5
6 7 8 9
~_!
CI. cover Supplying and fixing C.I. cover without frame for manholes :
11 19.20
without frame
45Sx610 mm 45Sx610 mm rectangC'iar C.I. cover (light duty) the weight of the cover to be not Each 2 1437 2874 00
19.20 1
light duty les_s than 23 kg.

I~
-~
Providing orange colour safety foot rest of mi
nimum 6 mm thick plastic
• t I bar conforming to IS : 1786
encapsulated as per IS : 10910 on 12mm d Ia s ee
and over all minimum length
having minimum cross section as 23 mmx 25 mm
I 263 mm and width as 165mm with minimum 112 mm space between protruded

~ legs having 2 mm tread on top surface bY r,

·
1 or chequering besides
'bb·ng
tail length on 138 mm as .per Each 60 266 15960 00

I 12 19.18
Orange colour
safety foot rest
necessary and adequate anchoring pr0JectIons on
.h
standard drawing and suitable to wit stan
d th e bend test and chemical
havin• g manufacture's permanent
~
. . d
resistance test as per spec1ficat1ons an
• •ncluding fixing In manholes

I~
identification mark to be visible even af ter fi1xing, 1
6
with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 sand : graded
stone aggregate 20 mm nominal S1Ze) complete as per design.
~- - - - - -
- - . . - - . - - - f hydrophil~in nature for
1 Providing and applying integral crysta 1line s1urry o
Waterproofmgw1 waterproofing treatment to the RCC structures l'k etaining walls of the
I e r
th podiums, reservior, sewage & water
. basement water tanks roof slabs
I 13 22.33
lntegralcrystalhn treatment' plant, tunnels/ ' ' . d k t
subway and bridge ec e c., prep
ared by mixing in
.
~ e slurry 1the ratio of 5: 2 (5 parts integral crystalline powder: 2 parts water
1 rt
by weight) tor,
ter by

I
_
._

©;--------,
ofhydrophil1c
nature
vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : pa wa
--~wei£.b!.llor · · ·
horizontal surfaces and applying the same from posItIve (interna s_, e wi
J) "d 'th the
I
--- ---,
meet the requirements asl
I
I
shall
I help of synthetic fiber brush.The material
!
'::::"\
specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more
than 90% compared with control concrete as per DIN 1048 and resistant to 16,
I
"'
bar hydrostatic pressure on positive side. The crystalline slurry shall be capable 1
•

•
W

~
j
I
of selfhealing of cracks up to a width of 0.50mm. The work shall be carried out
!all complete as per specification and the direction of the engineer-in-charge.
I
I 9.-_'---i~------.-:--: --:--:---.L______T_h_e_p_rod_u:-ct-p:-e:-rt:-o_rm_a_n_c_e_s_ha_l-=1c:-a:-rry=-=-g:-u_a_ra_n_t_ee_fo_r_1_o_y_ea_r_s_a_ga_i_n_st_a_n_y_1e_a_k_a_ge_.t--~
Vertical
22.33.1 For vertical surface two coats @ 0. 70 k er sqm
130

,~~-...!.___ _ _.J.I ~2~2:.:.:.3~3~.2~_!H:!!o~r:!!iz~o~n~ta=!!_l_ _~F~o~rh~o~r~iz~o~n~ta~I~su~rf~a=!!:c~e:_so~n~e:_sc~o~at~@~l.:_:!.l~O'..!k~gJ:p~e~r~sg!:l.!m.!.!:__,----'-------

~---y---~:i----:--4'!7_
Sqm
-f--=.:..:_-
412
52
Sqm f---=-=---- -'
1
319
_
53395.00
16741.00

TOTAL SOR ITEMSi 2072521.00

! ~r-----,--~
EXTERNAL SEWERAGE DRAINAGE WORK
Providing and fixing square-mouth S.W. gully trap class SPl complete with C.I.
grating brick masonry chamber with water tight C.I. cover with frame of 300
~~ 14
19.7 S.W. gully trap
x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame
to be not less than 2. 70 k as er standard desi n :
• 19.7.1 lOOXlOOmm lOOxlOO mm size P e 7
19.7.1.l With well burnt bricks Each 4.00 1764 7056
I .---,----
' 19.7.2 lSOx 100mm 150 x 100 mm size P e.
I 19.7.2.1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-t-_~E~a~c~h--+- -~2~.00:::::__--!_ 1803 36_0_6_
___ _j
----~Wi~1~th-'--'-'w_e_ll_b_u_rn_t_b_ri_cks
..,.;..•- - - + - - - - - ; - - -
_,,..-
---;-------j'-- I
. . , _ __L_ _ _+----+-------.,r:P-ro v-:-id-;:i-ng-an-d-; -:-la-yi:--n-g7be--;-lo_w_g_r_o_u_nd-;--u-np-;l-as-=t:-:ic-;-is-e-.d-;:P::-V:::C-p71p-e-:t-:o-w:-i:--th:--st_a_n-:d-w_o_r:-:ki:-n-gl--- - - - r - - - - -
, Unplasticised 1pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985
l
19.4 / PVC pipe Below Iincluding jointing with seal ring confirming to IS :5282 leaving 10mm gap for
I ground thermal expansion all necessary fittings etc. complete. Excavation to be paid
---_µeJ~:tall!..----~----
19.4.2 160 mm dia 160 mm diameter OD min. wall thickness 4.0mm Metre
--+-----r-1-=-9_:-4-=_3:- !200 mmjia_ _ 200 mm diameter OD (min. wall thickness 4.9mm) ----Metre
.--1--:3:-50_._ 00_-+-~~ _L_ 643950
150.00 751 112650
-r- ,constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 sand)
1
1
R.C.C. top slab with Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded
stone aggregate 20 mm nominal size), foundation concrete 1:2:4 mix (1 cement
7
0
I I: 2 sand : 4 graded stone aggregate 20mm nominal size) inside plastering 12mm
I
•--
i --.., 16 19 9
•
/Rectangular
manhole !thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of I
neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 sand; I
I
4 graded stone aggregate 20mm nominal size) finished with a floating coat of
c:-: I I l I

-~--~ i 7 -- ---<
neat cement complete as per standard design.
- ----- - - - -·---1f---
lnside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty)
455x610 mm internal dimensions total weight of cover and frame to be not less
-i---
I

-1· )
19.9.1 90X80 cm
' than 38 k~ (weight of cover 23 kJU..nd weight of frame 15 k.&l;

~ - -1· -
J I -1 -- 19.9.1.1 lwell burnt bricks With-;ell burnt bricks ---

---l-llnside size 120x90 cm and 90 cm deep including C.I. co;;/;ith frame (medium
- ~- -
Each 90.00

r
l -.

I --
19.9.2

l 9. 9.2.1
JI
120x90 cm

Well burnt bricks

duty) 500 mm internal diameter, total weight of cover and frame to be not Jess
than 116 kg (weight of cover 58 kg and weight of frame 58 kg):

With ;ell burnt bricks - --

_________ ___ _ Each 10.00
I
-- ------,! I
I

-1 I 18086 180860

r
I

1
Extra depth 'Extr~ for depthfor manholes_ _ ____ _ 1 --- --!
19.10
19 W l 19ox80 cm rSize 90x80 cm _ -- - - -- - - - __
I
1- - --
r-----·--- -i
·---7
-_ • •
l9.10.l.1 j/Well burnt bricks)!
With well burnt bricks
Metre 2.25
I
I
~ 6176
r--- --
I
g.
13896 -- 1
19.10.2 ] 20X90 cm 5 ze 120X90 CfTI 1- - - - - - I- - - - -
1

1 With well burnt bricks Met,e I l - -- f

19.10.2.1 Well burnt br1cks
-l 1.50
l l~ -~,o

.~~
7~8~ --1
- ~ - -----SubSOR - - - - - - - - - - - -- - - - - - · ------ Unit -Qua-nt-ity-- -R-a-te- · - ~ ; , : n ; -
S.No. SOR No. Item Name Description Of Item _________ _. __________ _
____No. -:------------- -----------------~ 7 8 9
t-_- _!_ __ 2 3 4 ------------ 5 ------. - 6_ - - - - - - • ----- -
~ - - - - - - ---·· -------C~nst·r~~ting b;ick mas~nry.ci;~~la; ~anh~ie1.2:1m inte~ldi.;-·at bottom and
I
8· k 0.56m dia at top in cement mortar l :4 ( 1 cement :4 sand) inside cement plaSt er
i~ nc hmlasonryi
man o e c1rcu ar
12mm thick with cement mortar 1·3 (1 cement :3 sand) finished wi th a floating
• . d . 6 aded
• 18 19.13 3
1_22 m dia 1.68 m, coat of neat cement foundation concrete 1:3:6 (1 cement • san •. gr
1stone aggregate 40mm nominal size) and making necessary channel in cement

I ~
d eep
•concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal

'.,~--;..._ -------------''~i~~s~ed with a fi~ting coat of neat cement all complete as per standard design"t"·-~-
l; 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation)
S, 560mm internal diameter conforming to I.S. 12592, total weight of cover and
1frame to be not less than 182kg. fixed in cement concrete 1:2:4 (1 cement : 2
I~ Jsand : 4 graded stone aggregate 20mm nominal size) including centering:
1shuttering all complete. (Foot rests and 12 mm thick cement plaster at the,

:__ _ _ _ _ ~_ _ _ _ _ _ _ _ _ _J.le_xt_e_r_n_a___i s_u_rf_a_c~e~s-h~a1_1~be~p-ai_d_fo_r_s_e_.P__a_ra_t_el~y~)_ _ _ _ _ _:..-------i~----t---:-:~::---t-::::::. . . .~-~==-:--71

~ 19_13_1 Well burnt bricks ;with well burnt bricks _______L_e_a_c_h_J__ _1_0_.00
_ _+_1_s_9_15_---f ____
1_s9_1_so
_ _- {

I I
'
19.14 IExtra depth f~r circular type manhole 1.22m internal dia (at bottom) beyond, i
I I I
I
rrl9 i1.68 m to 2.29 m: 1 l

I I
I

II 19.14.l '. Well burnt bricks Iwith well burnt bricks Metre 3.22 6809
!
21925

~~ 'I I
' Providing orange colour safety foot rest of minimum 6 mm thick plastic !
I l I
' encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 '
~~ having minimum cross section as 23 mmx25mm and over all minimum length
263 mm and width as 165mm with minimum 112 mm space between protruded
I legs having 2 mm tread on top surface by ribbing or chequering besides
Orange colour necessary and adequate anchoring projections on tail length on 138 mm as per
~20 19.18 Each 30.00 266 7980
safety foot rest standard drawing and suitable to withstand the bend test and chemical

~, I I resistance test as per specifications and having manufacture's permanent

identification mark to be visible even after fixing, including fixing in manholes
II "'ll!IJ' with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 sand : 6 graded
ii l'
......::;
stone aggregate 20 mm nominal size) complete as per design.

I 21 4.1 C.C. upto plinth IE Providing and laying in position cement concrete of specified grade excluding

n
l --, the cost of centerin2 and shutterimz - All work uoto olinth level :
4.1.1 With 20mm meta With 20mm nominal size 2raded stone a1111reaate.
4.1.1.4 M-10 M-l0Nominal (Mix-1 Cement: 3 sand: 6 graded stone a1111regate) Cum 1650.60 3890 6420834
I

Wi
Earth work in excavation/ by mechanical means {Hydraulic Excavator)/ manual

22
I 2.7 Excavation rock
means over areas {exceeding 30 cm in depth, 1.Sm in width as well as 10 sqm
on plan) including dressing of sides and ramming of bottom disposal of
I
I
~~
excavated earth, lead up to SO m and lift up to 1.5 m, disposed earth to be
1-,...11...A and ........+I.., dr...:~Pd
2.7.1 OR Ordinary rock Cum
I
360.29 287 103403
I~
~- Excavating trenches of required width for pipes, cables, etc., including
excavation for sockets, depth up to 1.5 m Including getting out the excavated
i ......I 23 2.12
Excavation
trenches rock up materials, refiling the soil as required In layers not exceeding 20 cm in depth
including consolidating each deposited layers by ramming, watering etc.
to 1.5 m depth
stacking serviceable material for measurements and disposal of unserviceable

R
• as diceeled llllitbia a !earl nf Cl"I- •
2.12.1 OR Ordinary rock:
2.12.1.2 >80to300mm Pioes, cables etc. exceeding 80 mm dia but not exceedina 300 mm dla.
metre 1500.00 344 516000
Earth work in excavation by mechanical means (Hydraulic excavator) / manual
,--~ means over areas (exceeding 30cm in depth. 1.Sm in width as well as 10 sqm on

~
I 24 2.6 Excavation Soll plan) including dressing of sides and ramming of bottom disposal of excavated
earth, lead up to SOm and 11ft up to 1.Sm, disposed earth to be levelled and Cum 75.00 129
F~ I
neatly dressed. (No extra lift ls payable if work is done by mechanical means) All
lrl...A~ nf •,..11
9675

-
i
of)

RAIN WATER HARVESTING PIT WORK

Excavation for Foundations
--
SUB TOTAL SOR ITEMsf[~si7.~~~ ,;~

l,.,.
~
I
Earth work In excavation by mechanical means (Hydraulic excavator)/ manual
means over areas (exceeding 30cm in depth. 1.5m In width as well as 10 m
5 - -·--
-
,,~.:_,I
~26 2.6 Excavation Soil plan) including dressing of si~es and ramming of bottom disposal of exc!at~~
earth, lead upto 50m and hft upto 1.Sm, disposed earth to be level! d d cum.
401
129
I neatly dressed. (No extra lift Is payable if work ls done by mechanical m e )anAII
Ikinds ,..f --a eans
51723.00

-~ Tube Well and Rain Water Harves!!!l.1 -

Boring/drilling bore well of required dia perfectly vertical to rece·
I Bore well upto
. . . . .
strainer pipe, by suitable method prescribed 1n IS: 2800 (part I)
f d ·tt
collecting samples rom I erent strata, preparing and subm'tt·
.
1ve casing/
, 1nc1uding
1 mg strata
.
-·---t - - - -
---
c--:,27 16.l .
90 meter depth chart/bore log, Including hire and running charges of all equip
ments, tools
plants and machineries required for the Job, all complete as per d' . '
1rect1on of
Ifn111neer~1n:.Cbar11L.ilQ1Q.91lmetre -'With.below R(PIJC\d lev.et._
~II !Y_pe! ~!oll u~~~gietre depth. ·-
---
16.1.l __ upto90m

-
c=J
I 16.1.l.2 1sommdi1 150 ml!' dla.
- -- r--
m_~ter -
-- 216
~-- - -
41
~-- __ js2oa:oo--
---- ....__J
I":: S.No. SOR No.
Sub SOR
No.
3
Item Name

4
Description Of Item
5
ERW
Unit
6
Quantity
7
Rate
8
Amount
9
~--1 2 Supplying, assembling, lowering and fixing in vertical posII1on in bore well,
Resistance Welded) FE 410 mild steel screwed and socketed/ plain
(Electric
and
ended casing pipes of required d1a, conforming to IS: 4270, of reputed
Mild steel bore coats of

~
16.4 approved make, including painted with outside surface with two
casing pipe hire
28
anticorrosive paint of approved brand and manufacture, including required
as per
and labour charges, fittings and accessories, all complete, for all depths,
.....di.cer_tion of Fm•inePr.=.ln-(b;ic.ee__ _ -
120
meter 1191 142920 00
16.4.2 _15q mm ~0!!11nal siz~ dia h_!lving m0im~ wall thickness 4_:85 mm
ERW
Supplying, assembling, lowering and fixing in vertical position in bore well,
mm)
(Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2
A) of required
1mild steel threaded and socketed /plain bevel ended pipe (type
I
Plain slotted mild dia, conforming to IS: 8110, of reputed and approved
make, having wall
bore pipe thickness not less than 5.40 mm, including painted with outside surface with
.... 29 16.5 steel
e,
lilD~•JuT~ (type A) two coats of anticorrosive bitumest1c paint of approved brand and manufactur
for all
I including hire and labour charges, fittings and accessories, all complete,
depths, as per direction of Engineer-in-Charge.

~
...
- Mtr 120 1271 152520.00
- ,__ _ --
16.5.2
'-----
150mm Dia 150 mm nominal size dia.
Gravel packing in tubewell construction in accordance with IS: 4097, including

r,o 16.6
Gravel packing in providing gravel fine/ medium/ coarse, in required grading and sizes as
tubewell actual requiremen t, all complete as per direction of Engineer-in-charge.
per cum r 30 947 28410.00

-- -
to
-- -- --- Development of tube well in accordance with IS : 2800 (part I) and IS: 11189,
(beyond
establish maximum rate of usable water yield without sand content
the
' permissible limit), with required capacity air compressor, running
of well
" I compressor for required time till well is fully developed, measuring yield
measuring static level and
Development of by "V' notch method or any other approved method, hour 30 478 14340.00
and
31 16.7 tube well draw down etc. by step draw down method, collecting water samples
~ getting tested in approved laboratory, i/c disinfection of tubewell, all complete,
etc.,
I ,._ including hire and labour charges of air compressor, tools and accessories
ja11 as per requiremen t and direction of Engineer-in-Charge.
•
---+------,----
__'----------+-
~-______,___
I ..-- 32 16.15
Stone boulders Supplying, filling, spreading and leveling stone boulders
of size range 5 cm to 20
cm, in recharge pit, in the required thickness, for all leads and lifts, all complete
cum 16 760 12312.00
in recharge pit
as er direction of En ineer-in-char e.

,~--
mm, in
Supplying, filling, spreading and leveling gravels of size range 5 mm to 10
for all
I
...... 33 16.16
Gravels of in the the recharge pit, over the existing layer of boulders, in required thickness,
I recharge pit /leads and lifts, all complete as per direction of Engineer-in-Charge.
cum 11 877 9647.00

..
I
mm to 2
Supplying, filling, spreading and leveling coarse sand of size range 1.5
I ICoarse sand in gravel layer, for all leads and lifts, cum 16 819 13268.00
16.17 mm in recharge pit, in required thickness over
34
I recharge pit
all com lete as er direction of En ineer-in- Char e.
on
Rain water filter made out of ABS plastics material, designed to operate
mm,
gravity of rainwater from roof through down pipe, having inlet (id) of 110
having
outlet (id) of 110 mm; provided with SS 304 wire mesh filter element
oe;;;~ cap of
diameter of not less than 90 mm and height not less than 500 mm with

J /Rain water
harvesting kit
not less than 70 mm height with two holes of not less than 10 mm on
safety feature. Element must have back wash cap at bottom for cleaning
cap as a
dried

~ 35 16.21 I I filter (filter dia particles. Filter must have flush outlet of not less than 60 mm moulded opposite
to inlet connection. Flush valve must be supplied along with filter. Rainwater
.....
..,; .,;
/90mm)
filter must be manufactured from injection moulding process, blended
with uv
be not
stabilizers. Rainwater filters width to be not less than 400 mm, depth to
I less than 140 mm and height must not be less than 600 mm overall. Moulded
projection to be given at bottom to fix on wall and a polymer clamp to fix
at top.
~ System size 160mm diameter (filterain, tee, door bend, and valve 110mm)
For I
catch.300 sqm Each 35700.00
I 16.21.3 J_
_ __.__ _ _--+------ 1-~ea the catchment u to 300 square met.""'e'"'r .'------
Borewell adaptor for connecting Rain Water Harvesting pipe line to borewell •
N36 16.22 I 8 orewe II ad aptor
Each 3 400 1200.00
160 mm dia Borewell ada tor 160mm --- -
~
16.22.3
-------+-----~------- - TOTAL SOR ITEMS 551248.00
~ TOTAL EXTERNAL SERVICES SOR ITEMS 11555554.00
I ---------
r Signature :-
~te:-
Consultants ~ame ·-
ation :---+ ------ ------ ---
Departmen t :- - - 1 - - - - - - - - - - - - _ A. Mridul Architect 71, NehruPark, Jodhpur
-f
- - - - l---'-----
~
Departmen t
~f[:~.: ,.
J~epartme nt :-
...
I
I