Construction of Water tank In Dadri Faliyu in Ward No - 5 for Vyara Nagar Palika, District: Tapi under 15 the finance tied 2022-23 Tapi ( with 3 year maintnace grantee period )

Name of Work: Estimate for Construction of Water tank In Dadri Faliyu in Ward No - 5 for Vyara Nagar

Palika, District: Tapi

Taluka:Vyara Dist : Tapi

Quantities Tendered Rates Total Amount

Quantities Tendered Rates Total Amount

Estimated may Item of Work In Figures Unit according to

be more or less Rs. estimated

Designing structurally (and aesthetically) complying

provisions of relevant Indian standards and constructing

RCC Elevated service Reservoir of the following

capacity and height , using latest Soil Investigation

Report 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 at all

required lead. (4) This will also include cement plaster

in CM 1:2 with approved water proofing compound all

over inside container (i.e. walls, base, top slab/dome

bottom etc. all).. (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 of any

accessories(specified), CI Manhole frame and covers,

water level indicator , lightening conductor, 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 ,Rcc

staircase with adequate tie beams,staircase footing ,Rcc

chambers for valves. ventilating shaft and ventilators as

well as door in shaft, SS grating to be provided to outlet

pipe (inside container) for safety.(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.

Capacity 100000 Lac Ltr and staging Ht 12.00 mtr

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 Its latest revision

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

(2) I.S. 456 – 2000 or Its latest revision.

(3) IS 11682- 1985 or Its latest revision

(4) IS 1893-2002 part I to V or Its latest revision(5) IS

13920-1993, or Its latest revision(6) IS 875 part I to

III,1987 or Its latest revision(7) IS 11089- 1987 or Its

latest revision

General Specifications:-

(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) In case of column –brace trestle type staging having

more than 6 columns internal horizontal bracing is

obligatory. One bracing shall be at foundation level in

case of Individual footings .

(4) Min. size/ thickness of various components shall be

provided as per design criteria/specifications/IS Code (

or as per std. practice). Capacity of the ESR shall be

considered excluding free board.

(5) Minimum dimensions specified for various

components in tender data /specifications should be

(6) The Safe bearing capacity (SBC) /allowable pressure

on soil shall be referred from latest SBC test report or

tender datasheet. During execution .If poor soil strata or

ground water table is encountered, the SBC shall have to

be re ascertained and the design should be revised

(7) Maximum spacing between horizontal bracings shall

be 5 m (storey height).

(8) The BB Masonry cabin with MS door shall be

constructed when spiral staircase is outside the staging.

(9) RCC Staircase/ MS Staircase 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

proper RCC staircase or suitable RCC spiral staircase

shall be constructed. Railing should be provided through

out the staircase and around the top ring beam.

(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 direction.

(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 supporting RC pillars, erecting,

laying ,fixing and joining pipes and specials etc up to 5m

length from face of staging (outer most column).

(13) DI pipes & specials shall only be used .

(14) The rate shall include cost of dewatering during

execution making all arrangement with any dewatering

(15) The structure shall be designed properly for uplift

due to Ground water table specified in data or GWT

encountered during execution. No extra payment shall

be paid for the same.

(16) Effective curing shall be carried out up to required

period as per specifications.

(17) Agency shall engage qualified (at least

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 GL, 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. Or as per tender condition. Till then the work

shall be treated as incomplete.

Above conditions / general specifications Sr. No. 1 to

are part & parcel of tender(contract)

1.A As above up to staging height(L.S.L.) 12m from

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

As per Selsmic Zone

Twenty lakh fifty seven

thousand five hundred seventy

1.00 100000 Ltr Capacity 2057575.54 EACH

five rupees and fifty four paisa

2 Providing and supplying in standard length ISI mark

rigid unplasticised PVC pipes suitable for potable water

with ring fit joint including cost of rings, as per IS

specification no. 4985/1988 including all local and

central taxes, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to

the departmental stores and including cost of jointing

meterial etc. complete.1.One coupler / ring shall be

provided with each full length pipe cost of which is

included in rates below. 2. 3% (Three) Discounted rate

to be consider for Coupler jointed pipe 3. Rate for PVC

Resin as Rs. 91739/MT

30.00 160 mm dia 6 Kg/cm2 Five hundred seventy five rupees

575.00 and zero paisa only. RMT

200.00 110 mm dia 6 Kg/cm2 Two hundred seventy three

273.00 rupees and zero paisa only. RMT

3 1.00 Providing and supplying at store or site of work incl. Three thousand five hundred

fright loading, unloading, stacking, insurance and all ninety two rupees and fifty paisa

taxes etc complete ( ex PVC Tail Piece with PVC flange 3592.50 only. JOB

(ISI) Heavy duty moulded , PVC Reducer (Moulded) etc

4 2.00 Providing and supplying ISI mark CI D/F Sluice Valves Five thousand eight hundred

as per IS:14846 (Latest Edition) of following class and forty eight rupees and zero paisa

diameter including all taxes, insurance, transportation, only.

freight charges, octroi, inspection charges, loading, 5848.00 NOS

unloading, conveyance to departmental stores, stacking

etc. complete.150 mm Dia

5 3.00 Providing and supplying C. I. Air valves of approved 2375.34 Two thousand three hundred

make & quality of following class and diameter seventy five rupees and thirty

including all taxes, insurance, transportation, freight four paisa only.

charges, octroi, inspection charges, loading, unloading, NOS

conveyance to departmental stores, stacking etc.

complete. 40 mm (DS2)

6 Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and struting

if required as per required gradient and line including

safety provisions using site rails and stacking excavated

stuff including up to all required lead cleaning the site

etc. complete for all lifts and strata as specified.

82.80 A) In all sorts of soil and soft murrum 102.35 One hundred two rupees and

thirty five paisa only.

124.20 B) In hard murrum 155.25 One hundred fifty five rupees

and twenty five paisa only. CUM

7 Lowering, laying and jointing PVC pipes and specials of

following class and diameter including cost of

conveyance from stores to site of works including cost

of labour, material, except cement solvent, giving

satisfactory hydraulic testing as per ISI code.

30.00 160 mm dia 6 Kg/cm2 32.20 Thirty two rupees and twenty

paisa only. RMT

200.00 110 mm dia 6 Kg/cm2 21.85 Twenty one rupees and eighty

five paisa only. RMT

8 2.00 Lowering, laying and jointing in position following C.I. / 672.75 Six hundred seventy two rupees

D/F Reflux valves, Butterfly valves, Sluice valves and and seventy five paisa only.

Air valves including cost of all labour, jointing material,

icluding nut bolts and giving satisfactory hydraulic

testing , etc. compete.150 mm Dia

9 Construction of valves chambers in brick, locally

available in C.M. 1:6 foundation concrete 150 mm thick

in C.C. 1:4:8 of trap metal size 25 mm to 40 mm thick,

inside cement plaster in C.M. 1:3 and cement pointing

outside in C.M. 1:3 and top cover of precast RCC slab

100 mm thick (with key hole in two parts, each with

handles or MS bar etc. complete as given size) up to

Mt. depth from G.L. to pipe invert level including.

complete civil works but excluding cost of excavation

and refilling with 23 mm thick brick masonary wall in

C.M. 1:6. (2)-do- with single piece 10 cm with fixing

5.00 Size 0.60 m X 0.60 m X 1.0 m deep 5908.70 Five thousand nine hundred

eight rupees and seventy paisa NOS

10 3.00 Erection of airvalve riser by installing new M.S pipe of 3578.80 Three thousand five hundred

6mm thick and 3.2mt length with necessary fittings such seventy eight rupees and eighty

as flamge of appropriate size, nut bolts and embedded paisa only.

the pipe in R.C.C M:15 with offset of 10cm around pipe

with necessary steel etc.complete.

Dia of air valve 50mm and MS pipe

11 2.69 Providing C.C. M-100 for encasing pipes using trap 4730.87 Four thousand seven hundred

metal size 12 mm to 50 mm including form work curing thirty rupees and eighty seven

consolidation etc. complete for various location on paisa only. CUM

pipeline. (Using trap metal 20 mm nominal size)

12 203.83 Refilling the pipeline trenches including ramming, 25.30 Twenty five rupees and thirty

watering, consolidating desposal of surplus stuff as paisa only. CUM

directed within a radius of 3 km.

13 1.00 Job work for DI line to PVC Line connection with 11500.00 Eleven thousand five hundred

appropriate materials,labour etc rupees and zero paisa only.

14 Providing and supplying D.I K-9 grade pipes for

following nominal bore diameter with internal cement

motar lining including all taxes, insurance,

transportation, freight charges, octroi, inspection

charges, loading, unloading,conveyance to departmental

stores, stacking etc. complete (IS 8329-2000)

200 mm dia DI K-9 2160.00 Two thousand one hundred sixty

rupees and zero paisa only.

400 mm dia DI K-9 5389.00 Five thousand three hundred

eighty nine rupees and zero

15 Manufacture, Supply & Delivery of Ductile Iron Flange paisa only. Job

socket spigot bends, tees, reducers or any other specials

as per BS-EN-545/1995 Class-A series K12 suitable for

use with D.I.Pipes manufactured as per

IS:8329/1994delivery of specials is to be made to

GWSSB store or site of works any where in Gujarat

including all taxes, liading, unloading, carting, stacking,

insurance, inspection charges, octroi etc.

complete.Socket & Spigot type

16 Providing and supplying ISI mark CI D/F Sluice Valves

as per IS:14846 (Latest Edition) of following class and

diameter including all taxes, insurance, transportation,

freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking

Sluice Valves with Hand wheel/Cap Operated ( PD Type

short Body ) ISI mark only PN-1.6

3.00 200 mm dia DI K-9 20946.00 Twenty thousand nine hundred

forty six rupees and zero paisa NOS

3.00 400 mm dia DI K-9 47009.00 Forty seven thousand nine

rupees and zero paisa only. NOS

17 1.00 Providing and supplying C. I. Air valves of approved 2375.34 Two thousand three hundred

make & quality of following class and diameter seventy five rupees and thirty

including all taxes, insurance, transportation, freight four paisa only.

charges, octroi, inspection charges, loading, unloading, NO

conveyance to departmental stores, stacking etc.

complete. 40 mm (DS2)

18 Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and struting

if required as per required gradient and line including

safety provisions using site rails and stacking excavated

stuff including up to all required lead cleaning the site

etc. complete for all lifts and strata as specified.

154.80 A) In all sorts of soil and soft murrum 102.35 One hundred two rupees and

thirty five paisa only.

232.20 B) In hard murrum 155.25 One hundred fifty five rupees

and twenty five paisa only.

19 Lowering, laying and jointing D. I. S & S Spun pipes

suitable for Tyton joints / Mortar lined D. I. Pipes of

various classes with CI / MS specials of following

diameters in proper position, grade and alignment as

directed by Engineer-in-charge including hydraulic

testing etc. comp.

215.00 200 mm dia DI K-9 113.85 One hundred thirteen rupees and

eighty five paisa only. RMT

215.00 400 mm dia DI K-9 258.75 Two hundred fifty eight rupees

and seventy five paisa only. RMT

20 Lowering, laying and jointing in position following C.I. /

D/F Reflux valves, Butterfly valves, Sluice valves and

Air valves including cost of all labour, jointing material,

icluding nut bolts and giving satisfactory hydraulic

testing , etc. compete.

3.00 200 mm dia DI K-9 853.30 Eight hundred fifty three rupees

and thirty paisa only. RMT

3.00 400 mm dia DI K-9 2266.65 Two thousand two hundred sixty

six rupees and sixty five paisa RMT

21 Construction of valves chambers in brick, locally only.

available in C.M. 1:6 foundation concrete 150 mm thick

in C.C. 1:4:8 of trap metal size 25 mm to 40 mm thick,

inside cement plaster in C.M. 1:3 and cement pointing

outside in C.M. 1:3 and top cover of precast RCC slab

100 mm thick (with key hole in two parts, each with

handles or MS bar etc. complete as given size) up to

Mt. depth from G.L. to pipe invert level including.

complete civil works but excluding cost of excavation

and refilling with 23 mm thick brick masonary wall in

C.M. 1:6. (2)-do- with single piece 10 cm with fixing

6.00 Size 0.60 m X 0.60 m X 1.0 m deep 5908.70 Five thousand nine hundred

eight rupees and seventy paisa NOS

22 1.00 Erection of airvalve riser by installing new M.S pipe of 3578.80 Three thousand five hundred

6mm thick and 3.2mt length with necessary fittings such seventy eight rupees and eighty

as flamge of appropriate size, nut bolts and embedded paisa only.

the pipe in R.C.C M:15 with offset of 10cm around pipe

with necessary steel etc.complete.

Dia of air valve 50mm and MS pipe

23 0.25 Providing C.C. M-100 for encasing pipes using trap 4730.87 Four thousand seven hundred

metal size 12 mm to 50 mm including form work curing thirty rupees and eighty seven

consolidation etc. complete for various location on paisa only. CUM

pipeline. (Using trap metal 20 mm nominal size)

24 379.99 Refilling the pipeline trenches including ramming, 25.30 Twenty five rupees and thirty

watering, consolidating desposal of surplus stuff as paisa only. CUM

directed within a radius of 3 km.

25 2.00 Job work for DI line to DI/HDPE Line connection with 11500.00 Eleven thousand five hundred

appropriate materials,labour etc rupees and zero paisa only. Job

26 20.00 Drilling of Horizontal bore hole for water main pipeline 2470.20 Two thousand four hundred RMT

under the Railway/Road tracks in all strata with required seventy rupees and twenty paisa

length including fixing of M.S.(or as specified by only.

Railway/Road authority) casing pipe of suitable size and

Thickness. Ratu includes the cost of Drilling of bare

hole, Casing pipe & welding pushing etc complete but

excluding the cost of water main, valves and other items.

Entire work should be as per Approved Drawing and as

per Instruction of Railway/ Reed authority for Following

diameter of Bore hole for MS pipe, Horizontal Drilling

250 & Ms Casing pipe - 200 Thick

27 20.00 Drilling of Horizontal bore hole for water main pipeline 7404.85 Seven thousand four hundred RMT

under the Railway/Road tracks in all strata with required four rupees and eighty five paisa

length including fixing of M.S.(or as specified by only.

Railway/Road authority) casing pipe of suitable size and

Thickness. Ratu includes the cost of Drilling of bare

hole, Casing pipe & welding pushing etc complete but

excluding the cost of water main, valves and other items.

Entire work should be as per Approved Drawing and as

per Instruction of Railway/ Reed authority for Following

diameter of Bore hole for MS pipe, Horizontal Drilling

500 & Ms Casing pipe - 400 Thick

Drilling of 165mm dia. Bore in over burden strata (0-30)

including lowering and fixing of 175 mm nominal dia

UPVC pipe/175 mm dia ERW pipe upto required depth Two hundred seventy two rupees

and further drilling of 165mm dia bore hole in rocky and ninety two paisa only.

strata by DTH rig including providing an bore plug

Providing & Installation of 175 mm dia. CS Type UPVC One thousand seventy nine

29 36.00 Casing pipe ( IS 12828-1992) 1079.77 rupees and seventy seven paisa RMT

Providing & Installation of Electric motor driven

Borewell submersible pump set conforming to I.S.

Twenty two thousand two

2.00 and motor conforms to IS-9283 working at single phase

30 22220.00 hundred twenty rupees and zero EACH

400/440 volt 50 C/S A.C. supply &

R.P.M.Catagoty 1.1, Discharge = 90 lpm. Head =115 Mt

Providing Control panel Board for above sub pump

Type . D.O.L./Star Delta, Range : Up to 5 HP.DOL /

Star Delta starter suitable for local & remote pump

control application consisting of MPCB, overload relay Eight thousand two hundred fifty

and contactors as per Type II coordination including two rupees and two paisa only.

digital voltmeter, analogue ammeter with selector

switch, run hour meter, required protective relays &

control accessories.

Providing flat PVC sub cable Size 1 x 3 x 4 mm2.PVC

insulated flat submersible cable as per detailed technical One hundred three rupees and

specifications of R/C of GWSSB conforming to IS 694, sixty nine paisa only.

Manufacture, Supply and delivery of following ISI

marked H.D.P.E. Pipes (IS:4984/1985 with latest

amendment) having material Grade PE-80 in

approximate 100 mtr. Coil length or as per GWSSB One hundred rupees and eleven

33 220.00 requirement with SS-316 Nipple at both end having 11 100.11 RMT

TPI threading as per specification, press fitted and

bolted having nominal diameter as under as per detailed

Technical Specification.a) 50 mm dia H.D.P.E. Pipe PE-

Providing support Clams Made from M S Plate with

holes on either side wwith nuts & bols of Std. Make & Six hundred sixty eight rupees

suitable size of clamps 450 mmx 65 x10 Suitable to 50 and twenty five paisa only.

Providing Heavy duty MS coupling of 100mm length

One hundred seventeen rupees

35 4.00 and 8mm thickness and 8 TPI threaded as per IS of 117.63 EACH

and sixty three paisa only.

50mm size 6 mm thick.

Constructing chamber of 0.75mX0.75m out to out size

with 0.6 mtr clear depth with foundation concrete 1:3:6

mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm

size) inside plastering 20mm thick with Cement Mortar Four thousand seven hundred

36 2.00 1:5 (1-Cement : 5-coarse sand) finished with a floating 4738.92 thirty eight rupees and ninety EACH

coat of neat cement and including curing and festing (i) two paisa only.

Inside size 290mm x 290mm and 0.6M. deep including

RCC cover with framing heavy duty.

Providing laying and jointing in true line and level

50mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at One hundred ninety five rupees

37 80.00 every two metre C/C or shall be concealed as directed 195.67 RMT

and sixty seven paisa only.

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

GEB FQ paid for electricity connection for single phase

sub pump motor set.Erection of submercible pumping Seven thousand seventy rupees

m/c & Accesasories with necessary Testing. and zero paisa only.

Add 2.0 % Contigency & W.C. charges

Add 1% Q.C.Charge

Fifty eight lakh thirty eight thousand five hundred ten rupees and zero paisa only.

(A) Total Tendered amount Rs. ……………………………………

(B) Rebate on above tendered amount (if any) ………..% (in figure) Rs. ……………………………………

(C) Net Tendered amount (A-B) Rs. ……………………………………

(D) GST Will be paid extra

(* Please strike out whichever is not applicable).

Note All work shall be carried out as per Public works Department Handbook and other specifications of Division or as directed

Municipal Engineer Chief Officer Signature of the Bidder

Vyara Nagar Palika Vyara Nagar Palika