KHADA VILLAGE WATER SUPPLY SCHEME, TALUKA: TARAPUR, DIST. ANAND “AUGMENTATION IN TAP CONNECTIVITY IN RURAL”

QUAN UN PE AMOUNT

DESCRIPTION RATE

Designing structurally (and aesthetically)

complying provisions of relevant Indian

standards and constructing RCC

Elevated service Reservoir of the

following capacity and height , using

data of S.B.C of proposed site, Seismic

zone, Wind speed Zone.Including (1)

Container shape any suitable type(or as

specified), (2) Staging consisting of

column brace trestle / shaft /

combination column- brace trestle and

shaft as appropriate(or as specified)

and (3) Appropriate foundation

system. This includes excavation in all

types of soil strata(including hard rock ),

casting100 mm thick P.C.C. levelling

course in M-10 , Refilling the pit with

proper soil and disposing of the surplus

stuff within a lead of 50 meters. (4) This

will also include cement plaster in CM

1:2 with approved water proofing

compound to inside face of container.

(5) All types of labour & material

charges of lowering , laying, erecting /

hoisting & joining of pipe assembly of

Inlet, Outlet overflow,washout and bye

pass arrangement as per hydraulic

design are including. (6) Providing and

fixing accessories(specified) like MS / GI

Ladder CI Manhole frame and c GI Pipe

railing around walk way, at roof level, at

gallery and around

landing of inside shaft, Adequate cowl

type ventilators or lantern type ventilator

with stainless steel jali.

(7) Scope of work includes constructing

RCC spiral staircase with adequate tie

beams ,staircase footing ,B.B. Masonry

chambers for valves. ventilating shaft

and ventilators as well as door in shaft

.(8) including providing and applying

three coats of cement paint/snowcem

(as specified) to the whole structure. (9)

It also includes satisfactory water

tightness test as per relevant I.S. Code

and painting name of scheme &

capacity on the tank

as per direction of engineer in charge.

List of Indian Standards for design of ESR:

Note:The structural design of ESR shall be

in accordance with provisions of

relevant Indian Standards

(1) I.S. 3370 part I & II 2009 or latest

(1.1) I.S. 3370 part III & IV 1965 or latest

(2) IS 456-2000 or latest revised

(3) IS 11682- 1985 or latest revised

(4) IS 1893-2002 part I to V or latest

(5) IS 13920-1993, or latest revised

(6) IS 875 part I to III,1987 or latest revised

(7) IS 11089- 1987 or latest revised

(1) The Min. concrete grade for RCC

shall be M :30.Proportion of concrete

ingredients shall be as per Mix design

using weigh batching .

(2) HYSD( Fe 415)or higher grade

reinforcing bars confirming to IS

1786/1139 or CRS /TMT bars shall be used

as per detailed specification.

(3) Incase of column –brace trestle type

staging having more than 6 columns

internal horizontal bracing is obligatory.

One bracing shall be at foundation level

incase of Individual footings .

(4) Min. size/ thickness of various

components shall be provided as per

design criteria/specifications ( or as per

std. practice ) .

(5) Minimum dimensions specified for

various components in tender data

/specifications shall be provided without

(6) The Safe bearing capacity (SBC)

/allowable pressure on soil shall be

referred from SBC test report or tender

datasheet. If poor soil strata is met with

or ground water

table is met with ,the SBC shall have to

be re ascertained scientifically and the

design shall be revised.

(7) Maximum spacing between

horizontal bracings shall be 5 m(storey

(8) The BB Masonry cabin with MS door

shall be constructed when spiral

staircase is outside the staging.

(9) M.S. ladder shall be provided and

fixed for access to roof when height of

roof from G.L. is up to 10 m. For ESR

having more than 10 m height RCC .

spiral staircase or suitable RC staircase

shall be constructed

(10) For ESR-having staging height more

than 15 m the spiral staircase shall be

provided inside the staging with

effective tie beams in more than one

(11) Water level indictor shall be

provided and fixed float

type /electronic (as specified ).

(12) The rate shall include providing and

fixing pipes, specials, and valves

required for inlet, outlet , wash out, over

flow and bye pass arrangement. The

scope of work includes constructing

pillars, erecting, laying ,fixing and joining

pipes and specials etc up to 5m length

from face of staging (outer most

(13) DI pipes & specials shall only be

(14) The rate shall include cost of

dewatering during execution making all

arrangement and any dewatering

(15) The structure shall be designed

properly for uplift due to Ground

water table specified in data or GWT

met with during execution. No extra shall

(16) Effective curing shall be carried out

as per specifications.

(17) Agency shall engage qualified (at

graduate) consulting engineer for

designing the structure and he/she shall

visit the site for guidance of work at all

levels. (i.e. below foundation, up to G.L.,

above GL for all lifts up to container)

(18) 75 % part rate shall be payable for

Concrete, Reinforcement and Plastering

items of container until satisfactory

hydraulic testing for water tightness is

performed as per tender condition . Till

then the work shall be treated as

Above conditions / general

specifications Sr. No. 1 to 18 are . part &

parcel of tender(contract)

Upto stagging height(L.S.L.) 12m from

G.L. and S.B.C.10)

Capacity of ESRs (shell type container

like cylindrical, conical, intze, folded

plates & its combination)

1.00 No Cost of 100000 lit. cap.12 Mt ht,

By Departmental Design only 1789196.12 No.

KHADA VILLAGE WATER SUPPLY SCHEME

TA. TARAPUR DIST. ANAND

Connecting Pipeline in Village

Qty Unit Description Rate Per Amount

Providing and supplying in standard

length ISI mark rigid unplasticised

PVC pipes suitable for potable water

with solvent cement joints including

cost of couplers as per IS specification

No 4985/1988 including all local and

central taxes transportation freight

charges Octavio inspection charges

loading unloading conveyance to the

departmental stores and including cost

of jointing materials etc. complete.

91.00 R mt 160 mm dia 6 Kg/Cm2 420.00 R mt

91.00 R mt 140 mm dia 6 Kg/Cm2 326.00 R mt

Proving and supplying at store or Site

of work including fright Loading.

Unloading, stacking Insurance & all

taxes etc. complete PVC specials

suitable to PVC pipe line 4/6 Kg/cm2

1.00 Job 3394.30 Job

Providing and supplying ISI mark CI

D/F Sluice valves , butterfly valves &

Reflux valves of following class and

diameter including all taxes, insurance,

transportation, freight charges,

Octavio, inspection charges, loading,

unloading, conveyance to

departmental stores, stacking etc.

1.00 No 65 mm dia. Butterfly Valve 1705.00 No

1.00 No 80 mm dia. Butterfly Valve 2384.00 No

1.00 No 100 mm dia. Butterfly Valve 2563.00 No

2.00 No 125 mm dia. Butterfly Valve 3179.00 No

2.00 No 150 mm dia. Butterfly Valve 4089.00 No

Excavation for pipes line trenches for

water supply, sewerage line, manhole

etc. all with shorting and struting if

required gradient and line including

safety provision using site rails and

stacking excavated stuff including up

to all required lead cleaning the site

etc. complete for lift and strata as

Upto 1.50 mt depth

114.00 C mt In all sorts of soil and soft murrum. 89.00 C mt

Lowering and jointing PVC pipes and

specials of following class and dia

including cost of conveyance from

store to site of work incl. Cost of labour

material, except cement solvent ,giving

satisfactory hydraulic testing as per ISI

code etc.complete

90.00 R mt 160 mm dia 6 Kg/Cm2 28.00 R mt

90.00 R mt 140 mm dia 6 Kg/Cm2 23.00 R mt

Additional rate for fixing valve

including necessary materials as nuts,

bolts, rubber packing etc. complete

1.00 No 65 mm dia. Butterfly Valve 393.00 Nos

1.00 No 80 mm dia. Butterfly Valve 400.00 Nos

1.00 No 100 mm dia. Butterfly Valve 439.00 Nos

2.00 No 125 mm dia. Butterfly Valve 479.00 Nos

2.00 No 150 mm dia. Butterfly Valve 585.00 Nos

Refilling the pipe line trenches 15 cm

thick layers from excavated stuff

110.00 C mt including ramming watering and 22.00 C mt

disposal of surplus stuff as directed

within a radius of 3 km

Excavation for pipes line trenches for

water supply, sewerage line, manhole

etc. all with shorting and struting if

required gradient and line including

safety provision using site rails and

stacking excavated stuff including up

to all required lead cleaning the site

etc. complete for lift and strata as

In hard rock and/ or in cc 1:2:4 or RCC

with blasting, breaking, chiseling, or by

chiseling/ breaking only.

Providing and supplying G.I.

Header/valvestand made from ISI

mark G.I pipe with couplings including

cutting/welding, all necessary

materials such as flange, tailpiece,

rubber packing, nut bolts, washers etc

with hydraulic testing; including all

taxes, insurance, transportation,

freight charges, octroi, inspection

charges, loading, unloading,

conveyance to departmental stores,

stacking etc complete.

1.00 Job 150mm dia 27000.00 Job

Providing and fixing M.S. grills of

required pattern to wooden frames of

windows etc. with M.S. flats at

250.00 kg required spacings and frame all round, 100.17 kg

square or round bars with round

headed bolts and nuts or by screws

(A) Plain Grill.

Drilling of Horizontal bore hole for

wastewater main pipeline under the

Railway / Road tracks in all strata with

required length including fixing of

M.S.(or as specilied by Railway, Road

aurhority) casing pipe at suitable size

and Thickness. Rate includes the cost

of Drilling of bore hole, Casing pipe &

welding pushing etc complete but

excluding the cost of wastewater main,

valves and othor items, Entire work

should be as per Approved Drawing

and as per instruction of Railway,

Road authority for Following diameter

30.00 R mt Road / Railway Crossing 1510.00 Mtr

Job Connection with existing

PVC/RCC Pipeline including cost of all

10.00 Nos required raw materials, adhesives, 2000.00 No

labour cost etc complete with

satisfactory hydraulic testing.

Providing and supplying ISI mark G.I.

pipes with couplings of following class

and diameter including all taxes,

insurance, transportation freight

charges Octroi inspection charges

loading unloading conveyance to the

departmental stores stacking etc.

complete. Heavy Duty

30.00 Mtr 150mm Dia 1470.00 Mtr

KHADA VILLAGE WATER SUPPLY SCHEME

TA. TARAPUR DIST.ANAND

Description Amount (Rs.)

B1 R.C.C. E.S.R. OF 1.00 lacs lit. cap. & 12 M HT.

B2 Connecting Pipeline

*I / We am / are willing to carry out the work at _____________________%Above / Below

______________ persontage (Should be written in figures and words) the tendered rates

mentioned above amount of my / out tender work put as under.

*Estimated amount *Estimated amount

put to tender Rs.______________________ put to tender Rs.___________________

Add_____% Above Rs.________________ Deduct______% Below Rs.____________

PRESEDENT, VWSC, DWSU