Required Connecting Pipeline for Sevak Devaliya and Rojhada Section & Construction of sump and Providing, Supplying Pumping Machinery at Hathala Village of Vartu-2 Group RWSS. Ta:-Bhanvad & Dist:- Devbhumi Dwarka.

Hathala Village of Vartu-2 Group RWSS.

QTY UNIT DISCRIPTION OF ITEM RATE PER AMOUNT

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 material etc complete.

4800.00 Rmt 110 mm dia PVC 6 Kg/cm2 199.00 Rmt

3600.00 Rmt 160 mm dia PVC 6 Kg/cm2 420.00 Rmt

PVC Specials 1% of item No.2

Providing specials such as tees, bends, reducers, etc, complete.

1.00 Nos. 110 mm dia PVC 6 Kg/cm2 9552.00 Nos.

1.00 Nos. 160 mm dia PVC 6 Kg/cm2 15120.00 Nos.

Excavation for pipeline trenches for water supply, sewerage line, manhole, etc. All with

shoring 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.

1008.00 Cum A. in all sorts of soil and soft murrum 89.00 Cum

1512.00 Cum B. in hard murrum,boulders incl. Macadam road 135.00 Cum

2016.00 Cum C. in soft rock and/or masonary in C. M./L. M. 163.00 Cum

1512.00 Cum D. in hard rock and/or in c.c. 1:2:4 or RCC with blasting and chiselling 372.00 Cum

Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of following

class and diameters including cost of conveyance from stores to site of works

including cost of labour, material, cement sovent,giving satisfactory hydraulic testing

as per ISI code.

4800.00 Rmt 110 mm dia PVC 6 Kg/cm2 19.00 Rmt

3600.00 Rmt 160 mm dia PVC 6 Kg/cm2 28.00 Rmt

Providing C.C.M.:100 for encasing pipes using trap metal size 12 mm to 50 mm icnl.

form work curing consolidation etc. complete.

51.38 Cum using trap metal 20 mm nominal size 4113.80 Cum

Refilling the pipeline trenches incl. Ramming, watering, consolidation, disposal of

5935.24 Cum surplus stuff as directed within a radius of 3.00 Kmts 22.00 Cum

Providing and supplying IS! mark Cl D/F Sluice Valves as per 1S: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 etc. complete.

PN-1 With hand wheel /cap operated (PD type short body)

1.00 Nos. 100 mm dia Sluice Valve 3563.00 Nos.

1.00 Nos. 150 mm dia Suice Valve 5848.00 Nos.

Providing and supplying C. I. Air valves of approved make & quality of following class

and diameter including all taxes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to departmental stores, stacking

17.00 Nos. 50mm Dia DS2 type Airvalve 2496.00 Nos.

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,

including nut bolts and giving satisfactory hydraulic testing, etc. complete.

17.00 Nos. 50mm Dia DS2 type Airvalve 378.00 Nos.

1.00 Nos. 100 mm dia Sluice Valve 439.00 Nos.

1.00 Nos. 150 mm dia Suice Valve 585.00 Nos.

Erection of airvalve riser by installing new M.S pipe of 6mm thick and 3.2mt length with

necessary fittings such as flange of appropriatesize,nut bolts and embeded the pipe in

R CC M;15 with offset of 10 cm around pipe with necessary steel etc complete.

17.00 Nos. 50mm Dia DS2 type Airvalve 3112.00 Nos.

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Preparing structural design of RCC Under Ground / Partially under ground / above high

ground level Reservoir of required capacity as per relevant I.S.s and constructing the

same, including excavation in all types of soil strata (including rock) including shoring

strutting if required, for loose soil / to protect from collapse due to near by traffic load,

casting 100 mm thick P.C.C. leveling course in M-15, Refilling the pit with proper soil

and disposing of the surplus stuff within all lead Including cement plaster in CM 1:2

with approved water proofing compound to inside water touching surface to container.

Including all types of labour and material charges of lowering, laying, erecting / hosting

and jointing of pipe assembly to inlet, outlet overflow, washout and bye pass

arrangement as per hydraulic design.

Providing and fixing accessories like MS / GI Ladder, CI Manhole frame and cover,

water level indicator, adequate cowl type ventilators or lantern type ventilator with

stainless steel jail.

RCC chambers for valves. Providing and applying three coats of cement paint /

snowcem to the out side face of structure. It also includes satisfactory water tightness

test as per relevant I.S. code and painting name of scheme and capacity on the tank

as per direction of engineer in charge.

List of Indian Standards for Design of GSR / SUMP:-

The structural design of GSR shall be in accordance with provisions relevant I.Ss.

(1) I.S. 3370, Part – 1 to 2, 2009 or latest revised.

(2) I.S. 3370, Part – 3 to 4, 1965 or latest revised.

(3) I.S. 456 – 2000 or latest revised.

(4) I.S. 1893 – 2000 – 1984 or latest revised.

(5) I.S. 875, Part – 1 to 3, 1987 or latest revised.

General Specifications:-

(1) Water depth in container shall be adopted as per data of tender. If water depth

is not specified the suitable water depth / acceptable to field engineer in accordance

with hydraulic requirement shall be adopted for capacity.

(2) Shape of container (in plan) specified by in data shall be adopted in absence

circular shape shall be adopted.

(3) Size shall be fixed as per availability of space (land area) at site / acceptable

engineer in charge.

(4) Effect of overlapping of pressure bulbs on soil due near by structure and

proposed sump should be considered.

(5) Care shall be taken that no damage should occur to nearby existing structure.

Compensation shall be paid for the same by agency.

(6) The minimum concrete grade for RCC shall be M-30.

(7)HYSD Fe 415 / 500 grade reinforcing bars confirming to I.S. 1786 / 1139 shall be

considered in design. CRS / TMT bars shall be provided. In saline atmosphere

corrosion resistance stainless steel / HCR rebar shall be provided. Any other steel can

be used with approval of C.E./ in situation of non availability in market without extra

(8) Minimum size (or thickness) of various components shall be provided as per

tender criteria / specifications in absence as per I.S./ Std. practice of G.W.S.S.B.

Minimum dimensions specified for various components in tender data / specifications

shall be provided without fail.

(9) The safe bearing capacity (SBC) shall be referred from SBC test report. In

absence of report it shall be referred from data sheet. If poor soil is found / water table

is met with during excavation SBC shall be scientifically ascertained and design shall

be revise. No extra shall be paid for increase in quantity.

(10) DI pipes and special shall only be used if type is not specified in tender.

(11) The rate shall include cost of dewatering during excavation making all

arrangement when water table meets within depth.

(12) The structure shall be designed properly to resist uplift due to ground water table

specified in data or actual ground water table meets with during excavation. No extra

shall be paid. If GWT / Uplift is mentioned in tender and during excavation it dose not

meet 7.5% rate shall be reduced.

(13) SS pipes railing shall be provided when sump is more than 2 meter above

(14.a) RCC Staircase/Rcc Stair should be provided from ground level to top slab based

on the height of GSR above/below the GL

(14.b) RCC Staircase with steel railing to be provided inside reservoir container BB

Masonary stair cabin with MS safety door with lock arrangment to be provided for GSR

sump and GSR of capicity more than 7.5 lakh liter with top slab if dome is constructed

as top slab then provide minimum opening of 900x2000 mm with curbing and SS

(15) Appearance of structure should be aesthetically good looking acceptable to

(16) Any change in size, shape, depth below GL, height above GL, water depth, F.B.,

size of member etc can be permitted in exceptional case due to site condition or

hydraulic design requirement by C.E. No extra shall be paid for change.

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(17) Any change in data, dimensions, shape, water depth, reduction in size if

permitted by competent authority and if it reduces quantity then payment shall be

reduced prorate.

(18) When capacity of GSR / Sump is > 20 lakh liters two or suitable compartments

acceptable to executive engineer shall be designed and provided.

(19) Agency shall engage qualified (at least graduate) consulting engineer for

designing the structure and he / she shall visit the site for guidance of work.

(20) 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 the work shall be treated as incomplete.

Above conditions / general specifications Sr. No. 1 to 19 are part and parcel of tender

(contact) and prevail over other provisions in tender.

1 Nos. Hathala village: 2.0 Lakh Liters 684691.7 Nos.

4 Sq.Mt PUMP HOUSE Size 2.0mX2.0mX3.0m 10365.68 Sq.Mt

Designing (aesthetically) and constructing R.C.C frame structure of pump room with

positive suction / Negative suction

Without Gantry structure (Upto 3.60 M)

Supply at site, Storage, Erection, Installation, Testing & Commissioning of Horizontal

type Horizontal Monoset Sub Pump (SM) set 2900/1450 RPM, 3 Phase AC Supply,

HZ ± 3%, 415 V ± 10%, following IS 14220 along with suitable foundation / Installation

device with 15 Mtr Power & Control cable of following material of Construction:-Casing -

C.I. FG 260, Impeller - Bronze & Shaft- SS 410 etc as per detailed specifications &

requirement comp. (i)Capacity:- 210 LPM(3.5 LPS) at 32 Mts. Head with minimum

HP motor ratings.For supply and for installation as per Mech. SOR 2022-23 section E

item no. 5-(1) page no. -35 and for installation 10% of Supply rate taken. (Parallal

2 Set Rate taken of SM 2.1) 15728.90 Set

Supplying, Installation, Testing & Commissioning in standard length ISI mark high

density polyethylene H.D.P.E. Pipes suitable for potable water as per IS specification

no. 4984/1995 including all local and central taxes, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to dept. stores etc. comp.

90 mm Dia HDPE Pipe- 10 kg/cm2- Delivery Pipe Supply:-Civil SOR 2022-23, Sec.-A,

60 Mtr Item No.4.1.B(4), Pg No.08Erection:-Lab. Esti.as per 10 % of supp. cost 287.10 Mtr

Supply at Site, Storage, Erection, Installation, Testing & Commissioning of M.S.

Special Such as Suction Strainer, Flanges, Concentric / Eccentric Nozzles, Reducer /

Expanders, Bend, Bolts, Nuts,etc. Complete. as per relevent IS Standard as per site

requirement.Supply:-Civil SOR 2022-23, Sec.-A, Item No.7.1.A, Pg No.11 ( Rs.

100 Kgs. for supply) Erection:-Lab. Esti.as per 10 % of supp. cost 105.60 Kgs.

Supply at Site, Storage, Erection, Installation, Testing & Commissioning of ISI mark

Both End Flanged Hand Wheel/Cap Operated Sluice Valve as per IS: 14846 (Latest

Edition) of Board Approved make to be installed on DELIVERY/Common Header MS

Pipings including cost of all labour, jointing material, including nut bolts as per

specification & requirement including all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading,conveyance to departmental

stores/site, stacking etc. complete.Size: 100 mm Dia, PN 1.0 - for Delivery

PipeSupply:Civil SOR 2022-23, Sec.-A, Item No. 13.1.A-(4), Pg. No.21.Erection: Civil

2 No. SOR 2022-23, Sec-B, Pg no.-40, item no.-15.a-(4). 4002.00 No.

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Supply at site, Storage, Erection, Installation, Testing & commissioning of ISI Mark

Both End Flanged C.I. Reflux/ Non return Valve with IS: 5312, of Approved make to

be installed on DELIVERY/Common Header MS Pipings including cost of all labour,

jointing material,including nut bolts as per specification & requirement including all

taxes, insurance, transportation, freight charges, octroi, inspection charges, loading,

unloading,conveyance to departmental stores/site, stacking etc. complete.Size:

mm Dia, PN 1.0 - for Delivery PipeSupply:Civil SOR 2022-23, Sec.-A, Item No. 15.1.A-

2 Nos. (4), Pg. No.24. Erection: Civil SOR 2022-23, Sec-B, Pg no.-40, item no.-15.a-(4). 5787.00 Nos.

Supply, Installation, Testing, Commissioning of Bourdon Type Pressure Gauge, ±1%

accuracy, Direct bottom 1/2" NPT (M) process connection, IP 67, Glycerine filled,

SS304 Case with Bayonet Type Bezel, SS316 L Bourdon Tube, SS 316 Movement

material, Aluminium dial with black graduation on white background, Micro Zero

adjustable pointer, neoprene gasket, Blow out disc, shatter proof glass, SS tag plate

etc as per IS 3624.(a) 100 mm Dial Size- 0 to 6 Kg/cm2(Mech. SOR 2022-23 Sec. F

2 Nos. Item No.10.1(a)-iv, Pg. No.102) 1029.00 Nos.

Approved make Four Pole LT Heavy Duty Switch Disconnector Fuse Unit Cubical type

for panel mounting complete with operating mechanism suitable to operate on 415V

A.C. With HRC fuses of suitable load confirming to IS. 13947 (Part I & III). of following

capacities(a) 32 Amp Cat-III Rate as per R&B Ele. SOR 2026-27, Chapter-3, Item no.

1 No. 3-3-3(a), Cat-III, Page 76 1929.00 No.

Supplying & erecting XLPE(IS:7098)(I)-88 ISI unarmoured copper cable 1.1 KV grade

to be erected as directed of following size.3 core 1.5 Sq. mm - For Both Section From

Pump to PanelRate as per R&B Ele. SOR 2026-27, Chapter-4, Item no. 4-2-1(E), Cat-

III, Page 107For 2.5 sq mm Supply rate is 161, So for 1.5 sq mm rate is 161x1.5/2.5=

SITC of DOL starter suitable for local & remote pump control application consisting of

MPCB, overload relay and contactors as per Type II coordination including digital

voltmeter, analogue ammeter with selector switch, run hour meter, required protective

relays & control accessories.D.O.L. - 5 HP CapacityGWSSB Elect.- Mech. SOR 2022-

2 Nos. 23, Section-E, Item No.- 2.1- b, Pg. No. 33 6924.00 Nos.

Supplying & erecting earth pit of minimum bore dia.150mm size approved make

Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of

corrosion free hot dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200

Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron galvanising,

connection terminal dia of 12mm with constant ohmic value surrounded by highly

conductive compound with high charge dissipation suitable for following type of

applications with chamber and heavy duty cover.(approved make OEM has to submit

test certificate) & having back filling compound of (B) Inner chemical (CCM

Compound)- Resistivity:- 0.2 / meter testing as per IEC 62561-2017, Voltage drop:- <

1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill Compound :- Earthing

compound should be capable to retain moisture for long time Necessary test report

must be submitted. (a) For Electrical Installation up to 440V in normal soilLength of

pipe - 1 MtrBack filling compound - 1 Nos Bag of 15 Kg.Rate as per R&B Ele. SOR

2 Job 2026-27, Chapter-3, Item no. 3-14-9(a), Page 96 4546.00 Job

Total amount Rs.

Total amount Rs.

Deputy Executive Engineer

P.H.S.Sub Division

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