Faliya Connectivity work Under Sagbara Dediyapada Faliya Connectivity Water Supply Scheme Tal. Sagbara & Dediyapada, Dist. Narmada.

Name of Work :- “Working survey, Soil Investigation, Design , Build & Operate(with Trial Run

of 3 Months) Contract for Providing, Supplying, Lowering, Laying & Jointing 90 mm to

mm. dia. P.V.C. 6 KG/CM2 & 10 KG/CM2. distribution pipe line For Faliya Connectivity

(Existing sump to Mini/ESR), Designing and construction of RCC U/G Sump, RCC ESR, Pump

house, Installtion Testing & Commissioning of Monoset Sub Pump With Associated

Mechanical and Electrical Equipment’s, for Pumping machinery at various Villages and faliya

of Connectivity work under Sagbara Dediyapada Faliya Connectivity Water Supply Scheme of

Sagbara & Dediyapada Taluka, Dist. Narmada. (23 Village, 40 Faliya)”

SUMMARY (SCHEDULE-B)

Sr.No Name of work Total Cost

SCHEDULE - B1 Pipeline work Rising main and Gravity Main

SCHEDULE - B2 Clear water Under Ground Sump at villages level

SCHEDULE - B3 Designing & Const. RCC ESR at village level

SCHEDULE - B4 Pump House at villages level

SCHEDULE - B5 Pumping Machinery (Erection) at Village Level

SCHEDULE - B6 Compound Wall

Name of Work :- “Working survey, Soil Investigation, Design , Build & Operate(with Trial Run of 3 Months) Contract for

Providing, Supplying, Lowering, Laying & Jointing 90 mm to 200 mm. dia. P.V.C. 6 KG/CM2 & 10 KG/CM2. distribution pipe

line For Faliya Connectivity (Existing sump to Mini/ESR), Designing and construction of RCC U/G Sump, RCC ESR, Pump

house, Installtion Testing & Commissioning of Monoset Sub Pump With Associated Mechanical and Electrical Equipment’s,

for Pumping machinery at various Villages and faliya of Connectivity work under Sagbara Dediyapada Faliya Connectivity

Water Supply Scheme of Sagbara & Dediyapada Taluka, Dist. Narmada. (23 Village, 40 Faliya)”

Schedule B1 Pipeline work ( Rising & Gravity main )

Discription UNIT Total Qty Amount

No. In figure In words

Providing and supplying in standard length ISI

mark rigid unplasticised PVC pipes suitable for

potable water with ringfit 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

1 meterial etc. complete.

1.One coupler / ring shall be provided with each

full length pipe cost of which is included in rates

2. 3% (Three) Discounted rate to be consider for

Coupler jointed pipe.

3. Rate for PVC Resin as Rs. 91739/MT (Price

Rupees One Hundred Thirty

1.1 90 mm Dia (6 KG PVC Pipe) Rmt 22982 139

Rupees Two Hundred Thirteen

1.2 90 mm Dia (10 KG PVC Pipe) Rmt 18009 213

Rupees One Hundred Ninety

1.3 110 mm Dia (6 KG PVC Pipe) Rmt 8162 199

Rupees Three Hundred Twenty

1.4 110 mm Dia (10 KG PVC Pipe) Rmt 3604 320

Rupees Five Hundred Thirteen

1.5 140 mm Dia (10 KG PVC Pipe) Rmt 2263 513

Rupees Six Hundred Seventy

1.6 160 mm Dia (10 KG PVC Pipe) Rmt 1174 672

Rupees One Thousand Fourty

1.7 200 mm Dia (10 KG PVC Pipe) Rmt 1418 1048

Providing and supplying at store or site of work Rupees One crore Thirty Two

2 including freight, loading, unloading, stacking, LS 3.00% Lakh Fourty Three Thousand

insurance & all taxes etc. complete PVC, G.I., & Eight Hundred Fourty Six only

D.I. Specials with ISI Mark 3% of pipe cost

Providing and supplying D. I. K-7 grade pipes for

following nominal bore diameter with internal

cement mortar lining including all taxes,

insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc.

complete. (IS8329-2000).

Rupees Two Thousand Four

250 mm Dia DI K-7 Pipeline Hundred Sixty Six only

Discription UNIT Total Qty Amount

No. In figure In words

Manufacture, Supply & Delivery of Ductile Iron

Flange 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

Rupees One Hundred Fourty

4 specials is to be made to GWSSB store or site of

Kg 200 148 Eight only

works any where in Gujarat including all taxes,

loading, unloading, carting, stacking, insurance,

inspection charges, octroi etc. complete.80

1) Socket an Spigot type

Item No. 5: Sluice Valve

Providing and supplying ISI mark CI D/F Sluice

Valves as per IS:14846 (Latest Edition) of

following class and diameter including all taxes,

5 insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc.

complete. PN-1.0 With hand wheel /cap operated

(Alt-1 type short Body)

Rupees Two Thousand Six

Hundred Fifty Two Only

Rupees Three Thousand Five

Hundred Sixty Three Only

Rupees Five Thousand Eight

Hundred Fourty Eight Only

Rupees Nine Thousand Eight

Hundred Thirteen Only

Rupees Fifteen Thousand Nine

Hundred Twenty Only

Rupees Twenty Thousand Three

Hundred Eighty Four Only

Rupees Fourty Five Thousand

Seven Hundred Fifty Only

6 Item No.6 :- Air Valve

Providing and supplying C.I Air-valves of approved

6.1 Air Valves Single S1 Rupees Three Thousand Three

Hundred Twenty One Only

6.2 Air Valves Double Acting (DS2) Rupees Two Thousand Four

Hundred Ninty Six Only

Excavation for pipe line trenches incl. all safety

7 Upto 1.5 mt depth

a) In all sorts of soil and soft murrum Cu.m. 13827.0787 93.45 Rupees Ninety Three & Paise

b) In hard murrum, boulders incl. macadam road. Cu.m. 10369.67 141.75 Rupees One Hundred Forty One

c) In Soft rock Cu.m. 6913.12 171.15 Rupees One Hundred Seventy

d) In Hard rock Cu.m. 3456.56 390.6 Rupees Three Hundred Ninty &

Lowering, laying and jointing PVC pipes and

90 mm Dia (6 KG PVC Pipe) Rmt 22982 17.85 Rupees Seventeen & Paise

90 mm Dia (10 KG PVC Pipe) Rmt 18009 17.85 Rupees Seventeen & Paise

8 110 mm Dia (6 KG PVC Pipe) Rmt 8162 19.95 Rupees Ninteen & Paise Ninty

110 mm Dia (10 KG PVC Pipe) Rmt 3604 19.95 Rupees Twenty Two & Paise

140 mm Dia (10 KG PVC Pipe) Rmt 2263 24.15 Rupees Twenty Four & Paise

160 mm Dia (10 KG PVC Pipe) Rmt 1174 29.4 Rupees Twenty Nine & Paise

200 mm Dia (10 KG PVC Pipe) Rmt 1418 38.85 Rupees Thirty Eight & Paise

Discription UNIT Total Qty Amount

No. In figure In words

Item No.9 :- Lowering, laying and jointing of C.I S

250 mm Dia DI K-7 Pipeline Rmt 432 133.35 Rupees One Hundred Thirty

Lowering, laying and jointing in position following

80 mm Nos. 82 420 Rupees Four Hundred Twelve &

10 100 mm Nos. 15 460.95 Rupees Four Hundred Twenty

150 mm Nos. 8 614.25 Rupees Five Hundred Two &

200 mm Nos. 8 779.1 Rupees Six Hundred Fourteen &

250 mm Nos. 5 993.3 Rupees Seven Hundred Seventy

300 mm Nos. 4 1198.05 Rupees Nine Hundred Ninty

400 mm Nos. 4 2069.55 Rupees Two Thousand Sixty

Item No.11 :- Rupees Four Thouand Three

Providing C.C.M.:100 for encasing pipes using trap Cum. 169.46 4319.49 Hundred Ninteen & Paise Fourty

Item No.12 :- Rupees Twenty Three & Paise

Refilling the pipeline trenches incl. ramming, Ten only

Item No.13 :- Construction of valves chambers in

Rupees Five Thousand Six

With precast slab in two parts 15 mm No. 126 5649

Hundred Forty Nine only

Drilling of 200mm dia. Horizontal bore hole for Rupees One Thousand Four

without water main &with MS Casing Pipe -150 Mtr 225 1420.67 Hundred Twenty & Paise Sixty

For Vadpada Faliya, Kathodiya Faliya, Bordi Faliya, Seven only

Rupees Eight Thousand Three

15 Drilling of 500mm dia Horizontal borehole for

Mtr 90 8371.74 Hundred Seventy One & Paise

For Dediyapada Village

Seventy Four only

Providing and Supplying ISI mark G.I. pipes with

16 For ESR/Sintex Connection ,Village Road crossing

Medium Duty - 80 mm dia Rmt 656 598 Rupees Five Hundred Ninty Eight

Medium Duty - 100 mm dia Rmt 90 864 Rupees Eight Hundred Sixty-

Lowering, laying and jointing G.I pipes with G.I.

Medium Duty - 80 mm dia Rmt 656 28.35 Rupees Twenty-Eight & Paisa

Medium Duty - 100 mm dia Rmt 90 35.7 Rupees Thirty Five & Paisa

18 Making job connection of HDPE tank / Cistern / Nos. 50 1000 Rupees One Thousnd only

Connection work from existing pvc pipe including

Item No 19. Rupees Eight Hundred Seventy

Labour charges for repairing of leakage in PVC Nine & Paise Ninty only

ITEM No. 20 : Rupees Seven Hundred Fouty

Add restoration of infrastructure like kharkuwa, Nos. 100 747.6 Seven Paisa Sixty only

Name of Work :- “Working survey, Soil Investigation, Design , Build & Operate(with Trial Run of 3 Months) Contract for Providing, Supplying, Lowering, Laying & Jointing 90 mm to 200 mm. dia.

P.V.C. 6 KG/CM2 & 10 KG/CM2. distribution pipe line For Faliya Connectivity (Existing sump to Mini/ESR), Designing and construction of RCC U/G Sump, RCC ESR, Pump house, Installtion

Testing & Commissioning of Monoset Sub Pump With Associated Mechanical and Electrical Equipment’s, for Pumping machinery at various Villages and faliya of Connectivity work under

Sagbara Dediyapada Faliya Connectivity Water Supply Scheme of Sagbara & Dediyapada Taluka, Dist. Narmada. (23 Village, 40 Faliya)”

Schedule -B2 : Clear water Sump at Villages

Sr. Rate in Rs.

Description unit Qty Amount

No. In figure In words

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 at all lead. Including

cement plaster in CM 1:2 with approved water proofing compound to all over inside container (i.e. walls, base, top

slab/dome bottom etc. all). 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, 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 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) I.S. 1893 – 2000 – 1984 or Its latest revision.

(4) I.S. 875, Part – 1 to 3, 1987 or Its latest revision.

General Specifications:-

(1) Water depth in container shall be adopted as per data of tender. Capacity shall be calculated excluding free board of

the reservoir. If water depth is not specified, the suitable water depth / acceptable to field engineer in accordance with

(2) Shape of container (in plan) specified by in data 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 cost.

(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

(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 over sump perifery when sump height is ≥ 1.5 meter above ground level.

(14.a) RCC staircase/RCC Steps should be provided from GL to sump top slab based on the height of the GSR

above/below the ground.

(14.b)RCC Stair case with SS railing to be provided inside reservoir container BB Masonry stair cabin with MS safety door

having locking arrangement to be provided for GSR,Sump and HGLR of capacity more than 7.5 lakhs liter with top slab. If

dome is constructed as top slab than provide minimum opening of 900 mm X 2000mm with curbing and SS rating around.

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

(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

(17)Any change in data,dimensions,shape,water depth, reduction in size if permitted by competent authority and if it

reduces quntity 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 20 are part and parcel of tender (contact) and prevail over other

provisions in tender.

Capacity in liters. Shape of sump Circular, without water table (Sub Soil Water level Below Foundation)

Note :: Design of the sump shall be as per availability of land.

Rupees Thirty Nine Lac Eighteen

1 (i) R.C.C. U.G. Sump of Capacity 150000 Lit. CAP. At Dediyapada village No 1 3918981.84 Thousand Nine Hundred Eight One &

Paise Eighty Four only

Rupees Three Lac Ninty Nine Thousand

2 (iii) R.C.C. U.G. Sump of Capacity 1,00,000 Lit. CAP. At Devsaki Village ( Bagniyawad Faliya) No 1 3,99,628.04 Six Hundred Twenty Eight & Paise Four

Name of Work :- “Working survey, Soil Investigation, Design , Build & Operate(with Trial Run of 3 Months) Contract for Providing, Supplying, Lowering, Laying & Jointing

mm to 200 mm. dia. P.V.C. 6 KG/CM2 & 10 KG/CM2. distribution pipe line For Faliya Connectivity (Existing sump to Mini/ESR), Designing and construction of RCC U/G Sump,

RCC ESR, Pump house, Installtion Testing & Commissioning of Monoset Sub Pump With Associated Mechanical and Electrical Equipment’s, for Pumping machinery at various

Villages and faliya of Connectivity work under Sagbara Dediyapada Faliya Connectivity Water Supply Scheme of Sagbara & Dediyapada Taluka, Dist. Narmada. (23 Village,

Schedule -B3 : RCC ESR at Village level

Sr. Rate in Rs.

Description unit Qty Amount

No. In figure In words

Item No. 1 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

1 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 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. 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) IS 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 provided. (5) Minimum

dimensions specified for various components in tender data /specifications should be provided. (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 accordingly. (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

2 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). (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 technique.(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 18 are part & parcel of tender(contract)

(i) R.C.C. ESR of Capacity 20,000 Lit. x 5 mt. Height. At.Gangapur

Rupees Four Lacs thirty nine

Village(vadpadaFaliya),Ghantoli Village(Zapa Faliya),Khabji Dabka

3 No 9 403954.07 hundred fifty four and paise seven

Village(Motu Faliya,Jungle Faliya),Zank Village(Sarpanch

Faliya),Dediapada Village(Bunglow Faliya).

Name of Work :- “Working survey, Soil Investigation, Design , Build & Operate(with Trial Run of 3 Months) Contract for Providing, Supplying,

Lowering, Laying & Jointing 90 mm to 200 mm. dia. P.V.C. 6 KG/CM2 & 10 KG/CM2. distribution pipe line For Faliya Connectivity (Existing

sump to Mini/ESR), Designing and construction of RCC U/G Sump, RCC ESR, Pump house, Installtion Testing & Commissioning of Monoset

Sub Pump With Associated Mechanical and Electrical Equipment’s, for Pumping machinery at various Villages and faliya of Connectivity

work under Sagbara Dediyapada Faliya Connectivity Water Supply Scheme of Sagbara & Dediyapada Taluka, Dist. Narmada. (23 Village,

Schedule -B4 : Pump House at Village Level

Sr. Rate in Rs.

Description Unit Qty Amount

No. In figure In words

Designing aesthetically and constructing room with positive / Negative suction.

Without gantry structure ( up to 3.60 M height). Minimum 15% opening for

ventilation sould be provided. Pump room rolling shutter, door and windows of

aluminium section and window grill of iron should be provided.plinth level of pump Rupees Ten Thousand Eight

1 house should be minimum 1.0 Mt. above G.L. Cost does not include foundation for Sqmt 29 10883.96 Hundred Eighty-Three & Paise

pumping machinery. Pump room size - 5.0 x 4.0 size. & 3.0 x 3.0 Total - 02 Nos. (1) Ninety-Six only

Baganiyavad Faliya

(1)At Devsaki Village ( Baganiyawad Faliya) - 3.0 x 3.0 Size

(2) Dediyapada Village - 5.0 x 4.0 size.

Sagbara Dediyapada Faliya Connectivity

Taluka: Dediyapada Dist: Narmada

Pumping Machinery

Description Qty unit Amount

No. In Figures In Words

(Horizontal Mono submersible) pump 03 phase 400/440

vott, 50 c/s. A.C. Supply & 2900 RPM as per IS 14220 . MOC Rupees Forty

1.0 : Casing: CI-FG260, Impeller : Bronze & Shaft : SS:410 3 No 47088.00 Seven Thousand

SM 4.7 Discharge: 2400-1000 LPM , 26-42 meter Head , Eighty Eight only

Rupees Eighteen

SM 2.5 Discharge: 450-300 LPM , 20-26 meter Head ,10 HP Thousand Five

( For Bhadod Vill.) Hundred

Seventy Six only

SM 2.9 Discharge: 600-220 PM , 42-62 meter Head ,15 HP Five Thousand

( For Koliwada Bogaj., Devsaki Baganiyavad F.) Two Hundred

(GWSSB M&E SoR 2022-23, Sec-E, I.No-5 Sr No 1, 17, P-36)

3 Phase Borewell Submersible Pump Sets Electric motor

driven borewell submersible pump set confirming to IS

Rupees Eighteen

confirming to IS 9283 working at 3 phase 400 / 440 volt

2.0 Hz AC supply & 2900 RPM. Cat 4.0 240 LPM , 72 meter 4 No 18756.00

Head, 7.5 HP (For Gadh Tekwada F Village,Nani Singloti

chokmali F. ) Note: Machineries are to be installed

in inclined position in sump as per direction of Engineer

3 Phase Borewell Submersible Pump Sets Electric motor

driven borewell submersible pump set confirming to IS

8034 and motor Rupees Twenty

confirming to IS 9283 working at 3 phase 400 / 440 volt 50 Two Thousand

Hz AC supply & 2900 RPM. Cat 5.1 320 LPM , 92 meter Nine Hundred

Head, 12.5 HP (For Nana Kakdiamba Navi F. ) Note: Eight only

Machineries are to be installed in inclined position in

sump as per direction of Engineer in charge

(GWSSB M&E SoR 2022-23, Sec-E, I.No-1 Sr No 14,20 P-35)

Errection of sub mono pump set including lowering laying

of pipe line,fixing of valve including testing etc.complete

with fixing matrials.like G.I.fitting such as

G.I.Bend,G.I.Elbow, reducers,C.I.flange,G.I.coupling

3.0 ,nipple,Nut bolt rubber packing etc.complete cost of 3 Each 1000.00

required excavation and refilling for connection of

existing Pipe line including fixing Panel board& making

connection with pump motor tp panel board & switch

including giving satisfactory test , 25 HP

3.1 up to 7.5 HP (1 W+ 1S) 4 No 675.00 Hundred

Seventy Five only

3.2 Above 7.5 to 20 HP 8 No 943.00 Hundred Forty

(GWSSB M&E SoR 2022-23, Sec-E, I.No-51 No A, C P-93)

Manufacture, Supply & Delivery of Electric Resistance Welded

(Up to 400mm)/Submerged Arc Welded(Above 400mm) M.S.Pipe

having beveled ends plate or coil conforming to IS-3589-2001 or

its latest revision/ ammendment for following thickness outside

diameter at GWSSB store or site anywhere in Gujarat State

including all taxes, insurance,transportation, freight charges, Rupees One

octroi, inspection charges, loading, unloading, Laying, Jointing Thousand Four

conveyance to Departmental stores,stacking etc. all complete. Hundred Sixty

(Rate for MS Pipe based on the ex. works price of HR Coil as Five only

Rs.54500.00 per MT (Above 3.15 mm to 10 mm) & Rs.

per MT (Above 10 mm) as on March-2021.( WPI Index of H. R

Coil of February- 21 is 132.6).

Size:150 mm NB-4.5 mm thick (on Delivery ) At Dediyapada for

250 mm NB 4.5 mm thick Dia. Heavy Duty (At Dediyapada Thousand One

For Header) Hundred Twenty

(GWSSB Civil SoR 2022-23 WS, Sec - A, I.No.1.1A, P-1)

(Lowering Laying & Jointing Rate Sec-B, Item No. 4.A.1,

Providing and supplying ISI mark Heavy Duty G.I. pipes

with Couplings of following Class and diameter including

all taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance

to departmental stores, stacking etc. complete. AND

Loweing, laying and jointing G.I. pipes with G.I. specials

of follwoing diameters in proper position, grade and

5.0 90 RMT 453.00 Hundred Fifty

alignment as directed by Engineer-in-charge including

conveyance from stores to site of work, labour, giving

hydraulic testing, etc. complete. individual header and by

pass line80 mm dia medium duty

50mm Dia. Heavy Duty ( For Gadh Tekwada F., Nani

Singloti chokimali F., Nana Kakdiamba Navi F.) ) Each

Village 30 meter

65mm Dia. Heavy Duty (Koliwada Bogaj, Bhadod Vill,

5.1 90 RMT 592.00 Hundred Ninety

Devsaki Baganiyavad F.) Each Village 30 meter

(GWSSB M&E SoR 2022-23, Sec-B, I.No 22 B, C P-25)

Butter Fly Valve : Providing and supplying ISI mark CI D/F

Butterfly Valves as per IS:13095 (Latest Edition) of

following class anddiameter including all taxes, insurance,

transportation, freight charges, octroi, nspection charges,

loading, unloading, conveyance to departmental stores,

stacking etc. complete. and giving satisfactory hydraulic

6.0 testing etc. complete. Lowering, laying and jointing in 3 Each 4853.00

position following C. I. / D/F Reflux valves,

Butterflyvalves, Sluice valves and Air valves including cost

of all labour, jointing material,including nut bolts and

giving satisfactory hydraulic testing, etc. complete. for

individual header and by pass line

150mm dia PN 1.6 (For Delivery)

6.1 250 mm dia PN 1.6 (For Header) 1 Each 9866.00

50 mm dia PN 1.6 ( For Boripitha, Gadh Tekwada F.,

Ghantoli Zapa F., Bandishervan (Khupar), Gangapur Kanbi

pitha F., Vadpada F., Khabji Dabka Jungle F, Khabji Dabka

Mota F.,Jamni (Khambhi F), Dhavliver Kodkhadi F., Nana Rupees Two

6.2 Kakdiamba Navi F., Khopi Teleamba F., Devsaki 9 Each 2030.00 Thousand Thirty

Baganiyavad F., Devsaki Umarda F., Devsaki Junijavli F.)( only

For Dhavliver Kodkhadi, Koliwada Bogaj)(For Gadh

Tekwada F Village, Nana Kakdiamba Navi F. ) each village

65 mm dia PN 1.6 (Koliwada Bogaj, Bhadod Vill) each Thousand One

village 3 Nos Hundred

(GWSSB Civil SoR 2022-23 SS, Sec - A, I.No.-14.1(B-1,2,6,8)

P-24),(For Lowering Laying Jointing Sec-b-B, Item 15a, I.

a) Providing and supplying ISI mark CI D/F Reflux valvesas

per IS 5312 of following class and diameter; including all

taxes, octroi, inspection charges, freight charges,

insurance, loading, unloading, conveyance to

departmental stores, stacking etc. complete; and

7.0 b) Lowering, laying and jointing in position including cost 3 Each 8933.00

of all labour, jointing material, including nut bolts and

giving satisfactory hydraulic testing, etc. complete as per

instructions of Engineer in charge.

150 mm Reflux valve PN 1.6 IS 5312 with ISI Mark

7.1 250 mm dia PN 1.6 (For Header) 1 Each 28776.00

Seventy Six only

50 mm dia PN 1.6 ( For Boripitha, Gadh Tekwada F.,

Ghantoli Zapa F., Bandishervan (Khupar), Gangapur Kanbi

pitha F., Vadpada F., Khabji Dabka Jungle F, Khabji Dabka

Mota F.,Jamni (Khambhi F), Dhavliver Kodkhadi F., Nana

7.2 Kakdiamba Navi F., Khopi Teleamba F., Devsaki 9 Each 3432.00

Baganiyavad F., Devsaki Umarda F., Devsaki Junijavli F.)(

For Dhavliver Kodkhadi, Koliwada Bogaj)(For Gadh

Tekwada F Village, Nana Kakdiamba Navi F. ) each village

3 Nos on delivery

65 mm dia PN 1.6 (Koliwada Bogaj, Bhadod Vill) each

7.3 9 Each 3973.00 Hundred

(GWSSB Civil SoR 2022-23 SS, Sec - A, I.No.-15.1(B-1,2,6,

8), P-24),(For Lowering Laying Jointing Sec-B, Item 15a, I.

MS Specials - Manufacturing, Supply, Delivery, Lowering &

Laying of M.S. Specials elbow, Flanges, structure for

installation of Submersible borewell pump from MS plate

of 5.6 mm thick confirming to relevent IS including all Rupees Ninety

taxes, duties, insurance, transformation, freight, octoroi, Eight only

inspection, loading, unloading,convey to site,stacking etc.

upto 300 mm dia Flanged ends each village 100 KG

(GWSSB Civil SoR 2022-23, Sec-A, I.-7.1.B (2), P-11)

Woltman Type Bulk Water Meter- Standard:

Design, Supply, Installation, Testing, Commissioning of

Woltman type Bulk Water Meter, CI/ Brass/ Bronze body

material, totalizer made of copper can/ suitable anti

corrosive metallic material, totaliser metalic shall have

mm thick glass cover suitable against antifraud attempts,

Flange End process connection, IP 68 protection class,

Woltman type Water Meter with removable mechanism,

9.0 magnetic drive, dry dial, and be fitted with a low mass 1 No 35433.00

rotor which is parallel to the direction of water flow and

Thirty Three only

exhibits dynamic thrust relief, water meters complete

with T Type strainer, ISO 4064 : 2005 with valid CE mark

mentioning notified body number along with MlD / OIML /

ISO certification from a recognized International

laboratory. On header pipe 250 mm

(GWSSB M&E SoR 2022-23, Sec-F, I.No-8.1, P-100)

Design, Supply, Installation, Testing, Commissioning of

Bourdon Type Pressure Gauge, ±1% accuracy, Direct

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 Rupees One

graduation on white background, Micro Zero adjustable Thousand Six

pointer, neoprene Hundred Eighty

gasket, Blow out disc, shatter proof glass, SS tag plate etc Six only

mm Dial Size , 0 to 1 Kg/cm2 (Each Village 3, Dediyapada

(GWSSB M&E SoR 2022-23, Sec-F, I.No-10.1, P-103)

Electrical Items

SWITCH FUSE UNIT:

Approved make Four Pole LT Heavy Duty Switch

Disconnector Fuse Unit Cubical type for panel mounting

11.0 complete with operating mechanism suitable to operate 1 Nos 6059.32

on415V A.C.With HRC fuses of suitable load confirming to

Thirty Two only

IS. 13947 (Part I & III). of following capacities

125 AMP cat-III (Dediyapada Vill)

32 AMP cat-III (For Gadh Tekwada F Village, Nana Thousand Nine

11.1 Kakdiamba Navi F., Nani singloti chokimali F. ) 3 Nos 1927.97 Hundred Twenty

Ninety Six only

63 AMP cat-III (Koliwada Bogaj, Bhadod Vill, Devsaki Rupees Two

Baganiyavad F.) Thousand Five

11.2 3 Nos 2533.90 Hundred Thirty

Eighty Nine only

Rate as per R & B Electrical SOR 2023-24, Item no 3.3.3 PG-

Supply & erection bus bar chamber conforming to IS-375

fabricated from 16 G.M.S.sheet, dust & vermin proof

having hinged door with rubber gasket and necessary

busbar supports with aluminium busbar having current

density not more than 0.8 A/ sq. mm (Rated current/

12.0 cross section area) duly wrapped with colour insulation 1 Nos 2576.27

tape for phase sequence, three phase & neutral each

suitable for following current capacity with necessary

painting mounted on wall or pedestal frame of required

size with necessary connections. 100 amp Capacity For

Dediyapada Village

63 amp Capacity (Koliwada Bogaj, Bhadod Vill, Devsaki Rupees Two

Baganiyavad F.)(For Gadh Tekwada F Village, Nana Thousand Five

Kakdiamba Navi F., Nani singloti chokimali F. ) Hundred

Rate as per R & B Electrical SOR 2023-24, Item no 3.7.1 PG-

MEDIUM VOLTAGE CABLES

Supply, laying, testing & commissioning 1.1 kV grade,

XLPE insulated, stranded Aluminium conductor, galvanised

steel flat strip / round

wire armoured, extruded PVC type ST2 sheathed, heavy

duty cable (to be laid on wall surface with necessary Rupees Two

13.0 clamps / in existing cable 30 mtr 231.00 Hundred Thirty

trench / cable trays / conduit / pipe sleeves at road One only

crossing or floor as per site requirement) conforming to

IS: 7098 (Part-1) & IEC:

60502 (Part-1) of following sizes:

4 c X 50 Sq.mmAL XLPE Armoured (For Incomer to SFU to

Busbar to Control Panel Board). For Dediyapada

4 c X 4 Sq.mmAL XLPE insulated, stranded Aluminium Rupees Seventy

conductor (From 4 HP Upto 7.5 HP motor) only

4 c X 6 Sq.mmAL XLPE insulated, stranded Aluminium Rupees Seventy

conductor (For 10 hp & 15 hp motor) Eight only

(GWSSB M&E SoR 2022-23, Sec-E, I.No-23.3 No b,c,h), P-

PVC insulated round submersible copper cable as per

detailed technical specifications of R/C of GWSSB Rupees Three

14.0 conforming to IS 694, IEC 60227 / 60228. panel to pump 1 90 mtr 310.00 Hundred Ten

X 3 X 16 mm2 (Panel to motor) Dediyapada Vill per pump only

1 X 3 X 4 mm2 For 7.5 HP, 10 HP, 15 HP Pumps (per pump Rupees Eighty

30 meter) Seven only

(GWSSB M&E SoR 2022-23, Sec-E, I.No-3.1 No f) ,, P-35)

EARTHING Supply at Site, Storage , Erection, Installation,

Testing & Commissioning of funnel type Earthing having

earth plate of following size burried in specially prepared

earth pit 3.0 mtr below ground with 40.0 kg charcoal and

salt with alternate layers of charcoal and salt 20 mm dia

GI pipe with funnel with wire mesh for watering and brick Rupees Two

massonary block and C.I. cover complete as per para 7.3 Thousand Two

15.0 of IS 3043 with necessary length of double G.I. / copper 15 Each 2288.14 Hundred Eighty

earth wire no-6 swg bolted with lug to the paltened Eight & Paise

covered in 12 mm dia G.I. pipe 2.5 mtr long complete Thirteen only

connected to the nearest switch gear with end socket as

per direction and duly tested by earth tester confirming

to ISS.as per drawing with following specifications.

comp.With 30 x 30 x 0.35 cm CI earth plate Compete.

each village 2, Deiyapada village 3 Nos

Rate as per R & B Electrical SOR 2023-24, Item no 3.14.12A

CONTROL PANEL BOARD:Auto transformer starter suitable

for local & remote pump control application consisting of

Auto Transformer (vacuum impregnated, air cooled having

three (3) tappings at 50%, 65% Rupees Twenty

and 80%), incomer MCCB / MPCB, overload relay and Four Thousand

contactors as per Type II coordination Two Hundred

including digital MFM with RS 485 communication port, Seventy Six only

analogue type ammeter with selector

switch, run hour meter, required protective relays &

control accessories. 25 HP (2 W+ 1S)

(GWSSB M&E SoR 2022-23, Sec-E, I.No-2.2 No a P-33)

Providing and erecting required size HOT deep Galvanised

Strip for earthing of Transformer, LT Pannel board, Rupees Seventy

Motors, etc. using necessary clamps (Qty are tentative & Six & Paise

may change as per actual requirement) AND Lightning Twenty Seven

Arrester including Lightning Rod and GI Strips. Per village only

Rate as per Electrical R & B SOR 2023-24, Item no 3.14.2

Supplying rubber matting of 4 mm thickness as per IS5424 Rupees One

and of required length and breadth with good insulation Thousand

18.0 property for 22kV. Per vill 2 sq.mm 14 sq.mm 1016.95

Sixteen & Paise

Ninety Four only

(R & B Electrical SOR 2023-24, Sec-D, I.No-10-2-3, P-203)

Supplying and erecting LED indoor fittingswith LEDs of

wattage 0.2 Watt to 0.5 Watt assembled on singleMCPCB,

with housing usedas aheat sink shall bemade of thick sheet

Steel conforming to IS: 513/CRCA/aluminium pressure die

cast powder coated and high U.V. & corrosion resistance

withdiffuser housed inaluminium casted body with Rupees Five

company mark/name 160V to270V,Power Factormore Hundred Eighty

than0.95, THD < 15 %, CCT 3000 K to 6500K, Luminaire Three & Paise

efficacy> 85 lumens/watt , LED driver efficiency > 85 % ( Five only

fitting required LM-79 & LM-80 Certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.TheEngineer inchargemayselect any wattage

capacity between the ranges shown.) 16-20 watts Surge 2K

per village 2 Nos

(R & B Electrical SOR 2023-24,Item 2-15-3 (iii), -35)

Supplying & erecting carbon dioxide(CO2) fire Rupees Six

extinguisher user of following capacity with Thousand Five

20.0 necessary clamps made from 50x6mm M.S. 7 No 6525.42 Hundred Twenty

Flat with nut & bolts grouted in wall complete. 4.5 KG Five & Paise

Capacity Forty Two only

(R & B Electrical SOR 2023-24,Item 10-2-26 (A) Pg No.

Deputy Executive Engineer

P.H. Mechanical Sub Division

Name of Work :- “Working survey, Soil Investigation, Design , Build & Operate(with Trial Run of 3 Months) Contract for Providing, Supplying,

Lowering, Laying & Jointing 90 mm to 200 mm. dia. P.V.C. 6 KG/CM2 & 10 KG/CM2. distribution pipe line For Faliya Connectivity (Existing sump to

Mini/ESR), Designing and construction of RCC U/G Sump, RCC ESR, Pump house, Installtion Testing & Commissioning of Monoset Sub Pump With

Associated Mechanical and Electrical Equipment’s, for Pumping machinery at various Villages and faliya of Connectivity work under Sagbara

Dediyapada Faliya Connectivity Water Supply Scheme of Sagbara & Dediyapada Taluka, Dist. Narmada. (23 Village, 40 Faliya)”

Schedule B6: Compound Wall

Description Qty Unit Amount (Rs)

No In figure In words

Construction of compound wall as per departmental design, drawing, specification & as directed

by EIC,including excavation in all strata, PCC in CC 1:3:6, W.S. Bela masonary in C.M.1:6 above

GL. RCC Beam, RCC footing ,RCC column at 2.5 mt c/c incl.form work & steel reinforcement of Fe-

Rupees Six Thousand Six

1.0 415-TMT Bars, All RCC work in M- 15 grade of concrete.CC 1:3:6 coping above wall,15mm thick 120 Rmt 6699

Hundred Ninty Nine only

Cement Plaster in CM 1:3 & water proofing cement painting to all exposed surface and clearing

the site etc. complete.

For Dediyapada Village

Providing and Fixing iron gate for compound wall of required size and specification as per the

drawing with 3 Nos of RCC column size 0.45X0.45 mt. (incl reinforcement ) with 15 mm thick Rupees Eight Three

2.0 Cement Plaster in CM 1:3 to all exposed concrete and masonary structures including excavation 1 No. 83382 Thousand Three

in all strata PCC, form work, plastering, cement paint, painting to all iron exposed surface incl Hundred Eighty-Two only

brushing, cleaning and priming coat and clearing the site etc. complete.

For Dediyapada Village