Construction Work of ESR, Sump, Pump Room, Pumping Machinery, Electrical Equipments and D.I. K-7 Inlet Outlet Pipe Line as per vatious location Chart, At Savarkundla, Dist.: Amreli Under District Mineral Foundation Grant Year-2025-26.

NAME OF WORK: CONSTRUCTION WORK OF ESR,SUMP, PUMP ROOM, PUMPING MACHINARY,

ELECTRICAL EQUIPMENT’S AND D.I. K-7 INLET OUTLET PIPE LINE AS PER VATIOUS LOCATION CHART,

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

PERCENTAGE RATE TENDER

Sr.No. Schedule Amount

1 Schedule - "B"- 1

2 Schedule - "B"- 2

3 Schedule - "B"- 3

4 Schedule - "B"- 4

5 Schedule - "B"- 5

6 Schedule - "B"- 6

7 Schedule - "B"- 7

8 Schedule - "B"- 8

9 Schedule - "B"- 9

10 Schedule - "B"- 10

11 Schedule - "B"- 11

12 Schedule - "B"- 12

Total Amount Rs…...

Total Amount Rs…...

I/We am/are willing to carry out the work @ ________% Above / Below_________Percentage (should be writen in

figures and words) of the Estimated rates mentioned above amount of my / our Tender works out as under.

Estimated Amount Estimated Amount

Put to Tender Rs. 2,80,90,612=00 Put to Tender Rs. 2,80,90,612=00

Add ..............% Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl. Engineer Engineer

"DESIGN POINT" Savarkundla Nagarpalika

Amreli Savarkundla

Chief Officer President

Savarkundla Nagarpalika Savarkundla Nagarpalika

Savarkundla Savarkundla

SAVARKUNDLA NAGARPALIKA - SAVARKUNDLA

SCHEME :- DISTRICT MINERAL FOUNDATION GRANT YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF ESR

LOCATION : MAHUVA ROAD NIRDOSHANAND VATIKA HW 5LAC LTR 20MT HIGHT

SCHEDULE - "B-1"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

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 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 ,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 revised (1.1) I.S.

part III & IV 1965 or latest revised (2) IS 456-2000 or latest revised (3)

IS 11682- 1985 or latest revised (4) IS 1893-2002 part I to V or latest

revised (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

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 (or as per std. practice ) .

(5) Minimum dimensions specified for various components in tender

data /specifications shall be provided without fail. (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 height).

(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 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) CI pipes &

specials shall only be used. (14) The rate shall include cost of

dewatering during execution making all arrangement and any

dewatering technique.

(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 be paid. (16) Effective curing shall be carried out 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 least 3 times. (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

Above conditions / general specifications Sr. No. 1 to 17 are part &

parcel of tender(contract) Up to staging 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) Seismic ZONE

MAHUVA ROAD NIRDOSHANAND VATIKA H/W FOR 5.00 LL

HEIGHT 20 Mtr 5 lakh lit. capacity Ht. Extra staging height above

mt - Add to item No. above, per 1000 L per M staging. 82.70 x 8 x

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl. Engineer Municipal Engineer

"DESIGN POINT" Savarkundla Nagarpalika

Amreli Savarkundla

Chief Officer President

Savarkundla Nagarpalika Savarkundla Nagarpalika

Savarkundla Savarkundla

SAVARKUNDLA NAGARPALIKA - SAVARKUNDLA

SCHEME :- DISTRICT MINERAL FOUNDATION GRANT YEAR-2025-26

NAME OF WORK :- R.C.C UNDER GROUND SUMP

LOCATION : MAHUVA ROAD NIRDOSHANAND VATIKA HW 10LAC LTR UG SUMP

SCHEDULE - "B-2"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Type 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 type of soil strata ( including rock ) including shoring strutting if

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

load, casting 100mm thick P.C.C. levelling course in M-15, Refilling

the pit with proper soil and disposing of the surplus stuff. Including

cement plaster in CM 1:2 with approved water proofing compound to

inside water touching surface to container. Including all types of labor

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

lavel indicator, adequate cowl type ventilatora or lantern type

ventilator with stainless steel jali. B.B. Masonry chamber for valves.

Providing and applying three coats of cement paint / snowcem to the

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 accodance with provisions

relevant I.Ss. (1.0) I.S. 3370, Part - 1 AND 2, 2009 or latest revised.

(1.1) I.S. 3370, Part - 3 AND 4, 1965 or latest revised. (2) I.S. 456 -

2000 or latest revised. (3) I.S. 1893 - 2000 - 1984 or latest revised.

(4) 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 near by 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 resistsnce 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 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. If GWT / Uplift is mentioned in tender and during

excavation it does not meet 7.5% rate shall be reduced. 13. SS pipes

railling shall be provided over sump periphery when sump ht is >/

meter above ground level. 14 (a). ROC staircase/RCC steps should

be provided from Ground leel to sump top slab based on height of the

GSR above/below the ground. 14 (b). RCC staircase

with SS railing to be provided inside reservoir container . BB

masonary stair cabin with MS safey door having locking arrangment

to be provided for GSR, sump & HGLR of capacity more than

lakhs litre with top slab. If dome is constructed as top slab than

provide minimum opening of 900mm x 2000mm with curbing and SS

railing 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

change. 17. Any change in data, dimensions, shape, water depth,

reduction in size if permitted 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 20 are part and paecel

of tender (contact) and prevail over other provisions in tender. As

above without water table ed. As above without water table (Sub

soil water level below foundation)

For 1000000 Lit. Capacity UG SUMP At. Mahuva Road

Nirdoshanand Vatika HW Cost Of 1000000 lit. Capacity. 1.00 3135748.44 Nos

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl. Engineer Municipal Engineer

"DESIGN POINT" Savarkundla Nagarpalika

Amreli Savarkundla

Chief Officer President

Savarkundla Nagarpalika Savarkundla Nagarpalika

Savarkundla Savarkundla

SAVARKUNDLA NAGARPALIKA - SAVARKUNDLA

SCHEME :- DISTRICT MINERAL FOUNDATION GRANT YEAR-2025-26

NAME OF WORK :- PROVIDING SUPPLYING LOWRING LAYING DI K7 RISINGMAIN PIPE LINE 300MM DIA

LOCATION : MAHUVA ROAD NIRDOSHANAND VATIKA HW 10LAC LTR UG SUMP

SCHEDULE - "B-3"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

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.

mm dia D.I. Pipes- K7. Sump To ESR 30.00 3110.00 m

200mm dia D.I. Pipes-K7-Existing Pipe Line Taping Point To

Proposed Sum 965.00 1880.00 m

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 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. With

external bitumen & zink coating & internal cement mortar lining 80 to

Providing and supplying C. I. Temper proof Air valves with SS 304 Float

gun metal- nozzle 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 etc. complete. '16.2.C. With isolating Sluice Valve

P.N.1.0 '80 mm dia Air valve 1.00 13789.00 No

50 mm dia Air valve 2.00 11221.00 No

Excavation for pipe line trenches incl. all safety provisions using site rails

and stacking excavated stuff up to a lead of 90 mts. cleaning the site etc.

complete for lifts and strata as specified. A. 'Upto 1.5 mt depth In all

sorts of soil and soft murrum 356.00 102.35 m3

In Hard murrum 89.00 155.25 m3

In soft rock 178.00 187.45 m3

In Hard rock 267.00 427.80 m3

Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton

joints / Mortarlined D. I. K-9/7 Pipes of various classes with CI / MS

specials of following diameters in proper position, grade and alignment as

directed by Engineer-in-charge including hydrulic testing etc comp. '300

mm dia D.I. Pipes- K7. Sump To ESR 30.00 178.25 m

200 mm dia D.I. Pipes- K7 - Existing Pipe Line Taping Point To

Proposed Sum 965.00 113.85 m

Erection of airvalve riser by installing new M.S pipe of 6mm thick and

3.2mt length with necessary fittings such as flange of appropriate size,nut

bolts and embeded the pipe in R CC M;15 with offset of 10 cm around pipe

with necessary steel etc complete '80 mm dia Air valve 1.00 5002.50 No

50 mm dia Air valve 2.00 3578.80 No

Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km. 750.00 25.30 m3

Providing bedding incl. ramming, watering, consolidating etc. complete. 79.90 69.00 Cumt

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

incl from work curing consolidation etc complete. using trap metal 40mm

size 31.09 3874.98 Cumt

Making job connection for old pipes in connecting the pipe line with

existing main and inserted of special incl. Cost of excavation cutting of

pipes, dewatering testing refitting etc. complete Exi. all jointing materials

etc. comp 1.00 2800.00 No

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, octroi, inspection charges,

loading, unloading, conveyance to departmental stores, stacking etc.

complete. A.Sluice Valve class-I tested to 20 kg/cm2for body & 10 kg/cm2

for seat, with hand wheel valve P.N. 1.00 300 mm dia Sluice

valve/Scoure Valve 1.00 20384.00 No

200 mm dia Sluice valve/Scoure Valve 1.00 9813.00 No

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 (Rate for all calss of valves) with complete job

connection work if any A. Sluice Valve class-I tested to 20 kg/cm2for

body & 10 kg/cm2 for seat, with hand wheel valve P.N. 1.00 300 mm dia

Sluice valve/Scoure Valve 1.00 1312.15 No

200 mm dia Sluice valve/Scoure Valve 1.00 853.30 No

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl. Engineer Municipal Engineer

"DESIGN POINT" Savarkundla Nagarpalika

Amreli Savarkundla

Chief Officer President

Savarkundla Nagarpalika Savarkundla Nagarpalika

Savarkundla Savarkundla

SAVARKUNDLA NAGARPALIKA - SAVARKUNDLA

SCHEME :- DISTRICT MINERAL FOUNDATION GRANT YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF PUMP HOUSE

LOCATION : AT MAHUVA ROAD NIRDISHANAND VATIKA H/WS

SCHEDULE - "B-4"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Designing (aesthetically) and constructing RCC Frame

structure of pump room with Positive suction. With Gantry

structure Size : 8.00 x 5.00 Mt = 40 Sqmt 40.00 15301.72 Sqmt

Total Amounts Rs..……

Total Amounts Rs..……

Stamp with Signature of Contractor

Consl. Engineer Municipal Engineer

"DESIGN POINT" Savarkundla Nagarpalika

Amreli Savarkundla

Chief Officer President

Savarkundla Nagarpalika Savarkundla Nagarpalika

Savarkundla Savarkundla

SAVARKUNDLA NAGARPALIKA - SAVARKUNDLA

SCHEME :- DISTRICT MINERAL FOUNDATION GRANT YEAR-2025-26

NAME OF WORK :- PROVIDING SUPPLY TESTING AND COMMISSIONING OF PUMPING MACHINERIES

LOCATION : MAHUVA ROAD NIRDOSHANAND VATIKA HW FOR SUMP TO ESR AT SAVARKUNDLA

SCHEDULE - "B-5"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

HSCF Pump: Supply, Testing & Commissioning of Horizontal Split

casing centrifugal pump motor set of specified duty parameters &

guaranteed efficiency of following MOC with specified capacity,

horizontal foot mounted TEFC squirrel cage induction motor, working

on three phase AC supply with 50 Hz ± 3%, 415 V ± 10%, rated speed

1450 RPM along with fabricated MS base frame, coupling, coupling

guard, foundation bolts etc. as per relevant IS. M.O.C.: Impeller &

Wearing Rings: Bronze LTB II IS: 318, Casing: CI FG 260 IS: 210

Shaft: SS 410, Shaft Sleeve: Bronze LTB II IS: 318 or SS

Mechanical Seal (above 30 kW) , Base Frame: MS.

Discharge- (3423.00 LPM) Head-31.00 mt (2 Sets) (1W+1S) 2 ,OF

Errection charges for motor rating without material Discharge- (3678.00

LPM) Head-31.00 mt (2 Sets) (1W+1S) 2 ,OF 40 HP , 2 *30 KW =

Sluice Valve: Supply, erection, testing & commissioning of double

flanged gear operated cast iron Sluice valve on delivery line & Suction

Line including all taxes, insuarance, transportaion, freight charges,

octroi, inspection charges, loading, un loadoing, and conveyance to site

of work, stacking etc complete as per IS 13095 of Size of PN 1.6 With

Gear Operated 200 mm Dia. 4.00 13228.30 No

Check Valve: Supply, erection, testing & commissioning of flanged cast

iron dual plate check valve on delivery line including all taxes,

insuarance, transportaion, freight charges, octroi, inspection charges,

loading, un loadoing and conveyance to site of work, stacking etc

complete as per API 594 / 598 of Size of PN 1.0. 200 mm Dia. 2.00 13853.30 No

Providing and supplying ISI mark CI D/F Butterfly Valves as per

IS:13095 (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. 350 mm Dia. 2.00 30405.30 No

Providing and supplying ISI mark CI D/F Reflux Valves as per IS:5312

(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.350 mm Dia.

Supply at Site, Storage, Erection, Installation, Testing & Commissioning

of M.S. 200 mm Ø Delivery pipe line with Flanges, Concentric Nozzles

Bolts, Nuts and Pipe with Y-Tee Connection Flanges, Eccentric /

concrentic Nozzles etc. Complete as per relevent IS Standard Civil

SOR 2022-23 Part-1&2 A Pg. No. 11 Item No. 7.1.B.1 & labour Part-

1&2 B, Pg.No. 41, Item No. 16-b (Length 15.00 mtr. x 23.82 kg./mtr. =

357.3 Kg., Say 360Kg. Add 100 Kg Fitting Item Flange Natbolt etc.)M =

( OD - T ) x T x 0.02466 200 mm dia , For Delivery pipe

Supply at Site, Storage, Erection, Installation, Testing & Commissioning

of M.S. 200 mm Ø Suction pipe line with Flanges, Concentric Nozzles

Bolts, Nuts and Pipe with Y-Tee Connection Flanges, Eccentric /

concrentic Nozzles etc. Complete as per relevent IS Standard Civil

SOR 2022-23 Part-1&2 A Pg. No. 11 Item No. 7.1.B.1 & labour Part-

1&2 B, Pg.No. 41, Item No. 16-b (Length 30.00 mtr. x 23.82 kg./mtr. =

714.60 Kg., Say 720Kg. Add 100 Kg Fitting Item Flange Natbolt etc.)

200 mm dia , For Suction 820.00 109.37 Rmt

Supply at Site, Storage, Erection, Installation, Testing & Commissioning

of M.S. 350 mm Ø Common Header pipe line line with Flanges,

Concentric Nozzles Bolts, Nuts and Pipe with Y-Tee Connection

Flanges, Eccentric / concrentic Nozzles etc. Complete as per relevent

IS Standard Civil SOR 2022-23 Part-1&2 A Pg. No. 11 Item No. 7.1.B.1

& labour Part-1&2 B, Pg.No. 41, Item No. 16-b (Length 20.00 mtr. x

48.34 kg./mtr. = 966 Kg., Say 100Kg. Add 200 Kg Fitting Item Flange

Natbolt etc.) 350 mm dia , For Common Header pipe line

Expansion Bellows Supply, testing & commissioning of flange ends

Expansion Bellow as per EJMA standards of overall length of minimum

300mm, designed for 15 mm axial compression and 5 mm axial

extension with tie rods etc. of following MOC & pressure ratings. MOC:

Bellows: SA 240 Gr. 304; Internal Sleeve: SA 240 Gr. 304; Weldends:

IS 2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling as per IS 1538 /IS

) & Limit Rods & Nuts: CS - IS 1367. PN -1.0 Size NB 200 mm Width

PN - 1.0 Size NB 350 mm Width 300 mm 2.00 12840.00 No

Design, Supply, Installation, Testing, Commissioning of Full Bore

Electromagnetic flow meter with factory calibrated, Regular Power

Operated, flanged connection, Flow sensor, Indicator, transmitter and

totaliser with all accessories viz. surge arrestor, associated cables,

cabinets, hardwares, etc complete as per following specifications Full

Bore Electro magnetic Flow Meter (Regular Power Operated)- PN

For PN 16 rating, 10% rise in rate to be considere on rate of PN

( + 10% as per Rate of 2A) 350 MM Dia. Flow Meter 1.00 185900.00 No

Pressure Gauge: Supply, erection, testing & commissioning Bourdon

type glycerin filled pressure gauge complete with syphon tube with

isolating cock having range of 0 to 20 kg/cm2 as per IS 3624 of

mm dia size. 2.00 1029.00 No

Providing & Laying Reinforced Cement Concrete in Thrust Block /

Piping / Valves Supports etc. with TMT steel, Black Trap Kapchi as

Coarse Aggreate for Raft,Grillage Footing with Necessary Centering

Form work, Consolidating as per Directive in 1:2:4 Ratio comp. as per

site requriement Rs. 4906.00/cum. with form work by adding steel bar

50 Kg./cum. @ Rs. 73.208/Kg. Part-1 C1, Item No. 9.2, Pg. No.

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl. Engineer Municipal Engineer Chief Officer President

"DESIGN POINT" Savarkundla Nagarpalika Savarkundla Nagarpalika Savarkundla Nagarpalika

Amreli Savarkundla Savarkundla Savarkundla

SAVARKUNDLA NAGARPALIKA - SAVARKUNDLA

SCHEME :- DISTRICT MINERAL FOUNDATION GRANT YEAR-2025-26

NAME OF WORK :- PROVIDING AND FIXING WORK OF ELECTRICAL EQUIPMENT’S

LOCATION : MAHUVA ROAD NIRDOSHANAND VATIKA PROP. HW PUMPING MACHINARY

SCHEDULE - "B-6"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

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% and 80%), incomer MCCB

/ MPCB, overload relay and contactors as per Type II coordination

including digital MFM with RS 485 communication port, analogue type

ammeter with selector switch, run hour meter, required protective relays

& control accessories. A. T. S. from 36 to 45 HP 2.00 33403.00 No

Supply, laying, testing & commissioning of 1.1 kV grade, XLPE insulated,

stranded Copper conductor, galvanised steel flat strip / round wire

armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid

on wall surface with necessary clamps / in existing cable trench / cable

trays / conduit / pipe sleeves at road crossing or floor as per site

requirement) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1) etc.

comp. with reqd. accessories. Size : 1x3.5x95 Sq.mm. (From GEB

Supply To SFU & MCC panel Board) 30.00 2346.00 Mtr

Supply, laying, testing & commissioning of 1.1 kV grade, XLPE insulated,

stranded Copper conductor, galvanised steel flat strip / round wire

armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid

on wall surface with necessary clamps / in existing cable trench / cable

trays / conduit / pipe sleeves at road crossing or floor as per site

requirement) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1) etc.

comp. with reqd. accessories. Size : 1x3x50 Sq.mm. (Panel Board to

Motar) 2x15 990.00 No

Supply & laying GI perforated type cable trays with returned edge/ flange,

fabricated from 2.0 mm thick sheet steel in the standard length of

mtrs, duly hot dipped galvanized after fabrication as per IS 2629-1989 / IS

4759-1984 including accessories such as coupler plates/ fish plates,

bends, tees, reducers, elbows, covers and electro-galvanized hardware

etc, erected on existing support as per specification and instruction of

engineer in charge. Size:- 100mm (W) x 35mm (H) x 2mm Thick 30.00 228.00 Mtr

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 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. (b) For

Electrical Installation up to 440V in normal soil Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg. 2.00 7150.00 Each

SITC of printed instructin chart both in English and Gujarati and duly

framed with front glasses, for treatment of person suffering from Electric

Shock. etc. comp. as per requirement 1.00 150.00 No

Supplying rubber matting of 6 mm thickness as per IS 5424 and of

required length and breadth with good insulation property for 22 KV 5.00 990.00 Sqmt

Indoor & Outdoor Lighting & Ventilation System: Design, supply,

erection, testing and commissioning of suitable general lighting

arrangement for pump house, electrical room, transformer yard &

switchyard area including required lighting fixtures, fittings, point wiring,

distribution box, street lighting poles with junction box, exhaust fan etc.

with complete job. (a) Point Wiring for light/fan/Bell/Primary point with 2-

1.0 sqmm & earthwire of 1.0 Sqm.mm (green) both are of ISI marked for

PVC insulated multisrand copper wire, in pipe duly erected, complete with

6A Tissino Type ISI marked flush type switch/ bell push and accesorries

erected on polished wooden block/ Metal. PVC box covered with 3 mm

thick laminated sheet for concealed wiring as per specification.- 15 Pt. (b)

20W LED Fixtures and associated fittings for Electrical/ Switchgear/

Control/ Office Room - 4 Nos. (b) 70W LED High bay fittings for Pump

Room - 4 Nos. (c) LED lighting fixture with 7.5m Swaged pole with all

necessary fittings- 70W for outdoor application (For Roads & area

lighting, Switchyard lighting)- 4 Nos.

(e) Supplying and fixing of the ceiling fans of approved make for electrical

room with 1200mm sweep, white color, double ball bearing, 300mm long

down rod, Electronic type ANCHOR/MK make regulator and accessories

i.e. screws, wall nuts etc.- 2 Nos. (f) Supply, fixing and commissioning of

305mm dia Single Phase Exhaust fans including bird louvers, frame

works and other civil works like chipping and making the surface good

etc.- 4 Nos. 1.00 97747.00 Lot

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl. Engineer Municipal Engineer

"DESIGN POINT" Savarkundla Nagarpalika

Amreli Savarkundla

Chief Officer President

Savarkundla Nagarpalika Savarkundla Nagarpalika

Savarkundla Savarkundla

SAVARKUNDLA NAGARPALIKA - SAVARKUNDLA

SCHEME :- DISTRICT MINERAL FOUNDATION GRANT YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF ESR

LOCATION : NESDI ROAD HW 5LAC LTR 20MT HIGHT

SCHEDULE - "B-7"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

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 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 ,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 revised (1.1) I.S.

part III & IV 1965 or latest revised (2) IS 456-2000 or latest revised (3)

IS 11682- 1985 or latest revised (4) IS 1893-2002 part I to V or latest

revised (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

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 (or as per std. practice ) .

(5) Minimum dimensions specified for various components in tender

data /specifications shall be provided without fail. (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 height).

(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 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) CI pipes &

specials shall only be used. (14) The rate shall include cost of

dewatering during execution making all arrangement and any

dewatering technique.

(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 be paid. (16) Effective curing shall be carried out 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 least 3 times. (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

Above conditions / general specifications Sr. No. 1 to 17 are part &

parcel of tender(contract) Up to staging 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) Seismic ZONE

MAHUVA ROAD NIRDOSHANAND VATIKA H/W FOR 5.00 LL

HEIGHT 20 Mtr 5 lakh lit. capacity Ht. Extra staging height above

mt - Add to item No. above, per 1000 L per M staging. 82.70 x 8 x

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl. Engineer Municipal Engineer

"DESIGN POINT" Savarkundla Nagarpalika

Amreli Savarkundla

Chief Officer President

Savarkundla Nagarpalika Savarkundla Nagarpalika

Savarkundla Savarkundla

SAVARKUNDLA NAGARPALIKA - SAVARKUNDLA

SCHEME :- DISTRICT MINERAL FOUNDATION GRANT YEAR-2025-26

NAME OF WORK :- R.C.C UNDER GROUND SUMP

LOCATION : NESDI ROAD HW 10LAC LTR UG SUMP

SCHEDULE - "B-8"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Type 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 type of soil strata ( including rock ) including shoring strutting if

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

load, casting 100mm thick P.C.C. levelling course in M-15, Refilling

the pit with proper soil and disposing of the surplus stuff. Including

cement plaster in CM 1:2 with approved water proofing compound to

inside water touching surface to container. Including all types of labor

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

lavel indicator, adequate cowl type ventilatora or lantern type

ventilator with stainless steel jali. B.B. Masonry chamber for valves.

Providing and applying three coats of cement paint / snowcem to the

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 accodance with provisions

relevant I.Ss. (1.0) I.S. 3370, Part - 1 AND 2, 2009 or latest revised.

(1.1) I.S. 3370, Part - 3 AND 4, 1965 or latest revised. (2) I.S. 456 -

2000 or latest revised. (3) I.S. 1893 - 2000 - 1984 or latest revised.

(4) 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 near by 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 resistsnce 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 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. If GWT / Uplift is mentioned in tender and during

excavation it does not meet 7.5% rate shall be reduced. 13. SS pipes

railling shall be provided over sump periphery when sump ht is >/

meter above ground level. 14 (a). ROC staircase/RCC steps should

be provided from Ground leel to sump top slab based on height of the

GSR above/below the ground. 14 (b). RCC staircase

with SS railing to be provided inside reservoir container . BB

masonary stair cabin with MS safey door having locking arrangment

to be provided for GSR, sump & HGLR of capacity more than

lakhs litre with top slab. If dome is constructed as top slab than

provide minimum opening of 900mm x 2000mm with curbing and SS

railing 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

change. 17. Any change in data, dimensions, shape, water depth,

reduction in size if permitted 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 20 are part and paecel

of tender (contact) and prevail over other provisions in tender. As

above without water table ed. As above without water table (Sub

soil water level below foundation)

For 1000000 Lit. Capacity UG SUMP At. Mahuva Road

Nirdoshanand Vatika HW Cost Of 1000000 lit. Capacity. 1.00 3135748.44 Nos

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl. Engineer Municipal Engineer

"DESIGN POINT" Savarkundla Nagarpalika

Amreli Savarkundla

Chief Officer President

Savarkundla Nagarpalika Savarkundla Nagarpalika

Savarkundla Savarkundla

SAVARKUNDLA NAGARPALIKA - SAVARKUNDLA

SCHEME :- DISTRICT MINERAL FOUNDATION GRANT YEAR-2025-26

NAME OF WORK :- PROVIDING SUPPLYING LOWRING LAYING DI K7 RISINGMAIN PIPE LINE

LOCATION : NESDI ROAD 300MM DIA SUMP TO ESR

SCHEDULE - "B-9"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

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.

mm dia D.I. Pipes- K7. Sump To ESR 30.00 3110.00 m

200mm dia D.I. Pipes-K7-Existing Pipe Line Taping Point To

Proposed Sum 780.00 1880.00 m

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 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. With

external bitumen & zink coating & internal cement mortar lining 80 to

Providing and supplying C. I. Temper proof Air valves with SS 304 Float

gun metal- nozzle 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 etc. complete. '16.2.C. With isolating Sluice Valve

P.N.1.0 '80 mm dia Air valve 1.00 13789.00 No

50 mm dia Air valve 2.00 11221.00 No

Excavation for pipe line trenches incl. all safety provisions using site rails

and stacking excavated stuff up to a lead of 90 mts. cleaning the site etc.

complete for lifts and strata as specified. A. 'Upto 1.5 mt depth In all

sorts of soil and soft murrum 290.00 102.35 m3

In Hard murrum 72.50 155.25 m3

In soft rock 145.00 187.45 m3

In Hard rock 217.50 427.80 m3

Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton

joints / Mortarlined D. I. K-9/7 Pipes of various classes with CI / MS

specials of following diameters in proper position, grade and alignment as

directed by Engineer-in-charge including hydrulic testing etc comp. '300

mm dia D.I. Pipes- K7. Sump To ESR 30.00 178.25 m

200 mm dia D.I. Pipes- K7 - Existing Pipe Line Taping Point To

Proposed Sum 780.00 113.85 m

Erection of airvalve riser by installing new M.S pipe of 6mm thick and

3.2mt length with necessary fittings such as flange of appropriate size,nut

bolts and embeded the pipe in R CC M;15 with offset of 10 cm around pipe

with necessary steel etc complete '80 mm dia Air valve 1.00 5002.50 No

50 mm dia Air valve 2.00 3578.80 No

Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km. 605.00 25.30 m3

Providing bedding incl. ramming, watering, consolidating etc. complete. 65.10 69.00 Cumt

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

incl from work curing consolidation etc complete. using trap metal 40mm

size 31.09 3874.98 Cumt

Drilling of Horizontal bore hole for water main pipeline under the Railway /

Road tracks in all strata with required length including fixing of M.S.(or as

specified by Railway / Road authority) casing pipe of suitable size and

Thickness. Rate includes the cost of Drilling of bore 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 / Road authority for Following diameter of Bore

hole. for MS pipe Horizontal Drilling-500:& MS Casing Pipe-400 thick:6

Making job connection for old pipes in connecting the pipe line with

existing main and inserted of special incl. Cost of excavation cutting of

pipes, dewatering testing refitting etc. complete Exi. all jointing materials

etc. comp 1.00 2800.00 No

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, octroi, inspection charges,

loading, unloading, conveyance to departmental stores, stacking etc.

complete. A.Sluice Valve class-I tested to 20 kg/cm2for body & 10 kg/cm2

for seat, with hand wheel valve P.N. 1.00 300 mm dia Sluice

valve/Scoure Valve 1.00 20384.00 No

200 mm dia Sluice valve/Scoure Valve 1.00 9813.00 No

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 (Rate for all calss of valves) with complete job

connection work if any A. Sluice Valve class-I tested to 20 kg/cm2for

body & 10 kg/cm2 for seat, with hand wheel valve P.N. 1.00 300 mm dia

Sluice valve/Scoure Valve 1.00 1312.15 No

200 mm dia Sluice valve/Scoure Valve 1.00 853.30 No

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl. Engineer Municipal Engineer

"DESIGN POINT" Savarkundla Nagarpalika

Amreli Savarkundla

Chief Officer President

Savarkundla Nagarpalika Savarkundla Nagarpalika

Savarkundla Savarkundla

SAVARKUNDLA NAGARPALIKA - SAVARKUNDLA

SCHEME :- DISTRICT MINERAL FOUNDATION GRANT YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF PUMP HOUSE

LOCATION : NESDI ROAD HW 8.00 X

SCHEDULE - "B-10"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Designing (aesthetically) and constructing RCC Frame

structure of pump room with Positive suction. With Gantry

structure Size : 8.00 x 5.00 Mt = 40 Sqmt 40.00 15301.72 Sqmt

Total Amounts Rs..……

Total Amounts Rs..……

Stamp with Signature of Contractor

Consl. Engineer Municipal Engineer

"DESIGN POINT" Savarkundla Nagarpalika

Amreli Savarkundla

Chief Officer President

Savarkundla Nagarpalika Savarkundla Nagarpalika

Savarkundla Savarkundla

SAVARKUNDLA NAGARPALIKA - SAVARKUNDLA

SCHEME :- DISTRICT MINERAL FOUNDATION GRANT YEAR-2025-26

NAME OF WORK :- PROVIDING SUPPLY TESTING AND COMMISSIONING OF PUMPING MACHINERIES

LOCATION : NESDI ROAD HW FOR SUMP TO ESR

SCHEDULE - "B-11"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

HSCF Pump: Supply, Testing & Commissioning of Horizontal Split casing

centrifugal pump motor set of specified duty parameters & guaranteed

efficiency of following MOC with specified capacity, horizontal foot

mounted TEFC squirrel cage induction motor, working on three phase AC

supply with 50 Hz ± 3%, 415 V ± 10%, rated speed 1450 RPM along with

fabricated MS base frame, coupling, coupling guard, foundation bolts etc.

as per relevant IS. M.O.C.: Impeller & Wearing Rings: Bronze LTB II IS:

318, Casing: CI FG 260 IS: 210 , Shaft: SS 410, Shaft Sleeve: Bronze LTB

II IS: 318 or SS 410, Mechanical Seal (above 30 kW) , Base Frame: MS.

Discharge- (3423.00 LPM) Head-31.00 mt (2 Sets) (1W+1S) 2 ,OF

Errection charges for motor rating without material Discharge- (3678.00

LPM) Head-31.00 mt (2 Sets) (1W+1S) 2 ,OF 40 HP , 2 *30 KW = 60 2.00 6250.00 Set

Sluice Valve: Supply, erection, testing & commissioning of double flanged

gear operated cast iron Sluice valve on delivery line & Suction Line

including all taxes, insuarance, transportaion, freight charges, octroi,

inspection charges, loading, un loadoing, and conveyance to site of work,

stacking etc complete as per IS 13095 of Size of PN 1.6 With Gear

Operated 200 mm Dia. 4.00 13228.30 No

Check Valve: Supply, erection, testing & commissioning of flanged cast

iron dual plate check valve on delivery line including all taxes, insuarance,

transportaion, freight charges, octroi, inspection charges, loading, un

loadoing and conveyance to site of work, stacking etc complete as per API

Providing and supplying ISI mark CI D/F Butterfly Valves as per IS:13095

(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. 400 mm Dia. 2.00 34070.65 No

Providing and supplying ISI mark CI D/F Reflux Valves as per IS:5312

(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. 400 mm Dia. 2.00 92196.62 No

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

M.S. 200 mm Ø Delivery pipe line with Flanges, Concentric Nozzles Bolts,

Nuts and Pipe with Y-Tee Connection Flanges, Eccentric / concrentic

Nozzles etc. Complete as per relevent IS Standard Civil SOR 2022-23 Part-

1&2 A Pg. No. 11 Item No. 7.1.B.1 & labour Part-1&2 B, Pg.No. 41, Item

No. 16-b (Length 15.00 mtr. x 23.82 kg./mtr. = 357.3 Kg., Say 360Kg. Add

100 Kg Fitting Item Flange Natbolt etc.) Say 500Kg M = ( OD - T ) x T x

0.02466 200 mm dia , For Delivery pipe 500.00 109.37 Rmt

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

M.S. 200 mm Ø Suction pipe line with Flanges, Concentric Nozzles

Bolts, Nuts and Pipe with Y-Tee Connection Flanges, Eccentric /

concrentic Nozzles etc. Complete as per relevent IS Standard Civil SOR

2022-23 Part-1&2 A Pg. No. 11 Item No. 7.1.B.1 & labour Part-1&2 B,

Pg.No. 41, Item No. 16-b (Length 30.00 mtr. x 23.82 kg./mtr. = 714.60 Kg.,

Say 720Kg. Add 100 Kg Fitting Item Flange Natbolt etc.) 200 mm dia , For

Suction 850.00 109.37 Rmt

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

M.S. 400 mm Ø Common Header pipe line line with Flanges, Concentric

Nozzles Bolts, Nuts and Pipe with Y-Tee Connection Flanges, Eccentric /

concrentic Nozzles etc. Complete as per relevent IS Standard Civil SOR

2022-23 Part-1&2 A Pg. No. 11 Item No. 7.1.B.1 & labour Part-1&2 B,

Pg.No. 41, Item No. 16-b (Length 20.00 mtr. x 62.20 kg./mtr. = 1244 Kg.,

Say 1250Kg. Add 200 Kg Fitting Item Flange Natbolt etc.) 400 mm dia

For Common Header pipe line 1450.00 109.37 Rmt

Expansion Bellows Supply, testing & commissioning of flange ends

Expansion Bellow as per EJMA standards of overall length of minimum

300 mm, designed for 15 mm axial compression and 5 mm axial extension

with tie rods etc. of following MOC & pressure ratings. MOC: Bellows: SA

240 Gr. 304; Internal Sleeve: SA 240 Gr. 304; Weldends: IS 2062 Gr. B;

Flanges: IS 2062 Gr. B (Drilling as per IS 1538 /IS 6392 ) & Limit Rods &

Nuts: CS - IS 1367. PN - 1.0 Size NB 200 mm Width 300 mm

PN - 1.0 Size NB 400 mm Width 300 mm 2.00 16500.00 No

Design, Supply, Installation, Testing, Commissioning of Full Bore

Electromagnetic flow meter with factory calibrated, Regular Power

Operated, flanged connection, Flow sensor, Indicator, transmitter and

totaliser with all accessories viz. surge arrestor, associated cables,

cabinets, hardwares, etc complete as per following specifications Full Bore

Electromagnetic Flow Meter (Regular Power Operated)- PN 16 For PN

rating, 10% rise in rate to be considere on rate of PN 10 rating Item

400 MM Dia. Flow Meter 1.00 211120.00 No

Pressure Gauge: Supply, erection, testing & commissioning Bourdon type

glycerin filled pressure gauge complete with syphon tube with isolating

cock having range of 0 to 20 kg/cm2 as per IS 3624 of 150 mm dia size. 2.00 1029.00 No

Providing & Laying Reinforced Cement Concrete in Thrust Block / Piping /

Valves Supports etc. with TMT steel, Black Trap Kapchi as Coarse

Aggreate for Raft,Grillage Footing with Necessary Centering Form work,

Consolidating as per Directive in 1:2:4 Ratio comp. as per site requriement

Rs. 4906.00/cum. with form work by adding steel bar 50 Kg./cum. @ Rs.

73.208/Kg. Part-1 C1, Item No. 9.2, Pg. No. 45 comes to 50 Kg. x Rs.

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl. Engineer Municipal Engineer

"DESIGN POINT" Savarkundla Nagarpalika

Amreli Savarkundla

Chief Officer President

Savarkundla Nagarpalika Savarkundla Nagarpalika

Savarkundla Savarkundla

SAVARKUNDLA NAGARPALIKA - SAVARKUNDLA

SCHEME :- DISTRICT MINERAL FOUNDATION GRANT YEAR-2025-26

NAME OF WORK :- PROVIDING AND FIXING WORK OF ELECTRICAL EQUIPMENT’S

LOCATION : NESDI ROAD HW FOR SUMP TO ESR PUMPING MACHINARY

SCHEDULE - "B-12"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

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% and 80%), incomer

MCCB / MPCB, overload relay and contactors as per Type II

coordination including digital MFM with RS 485 communication port,

analogue type ammeter with selector switch, run hour meter, required

protective relays & control accessories. A. T. S. from 36 to 45 HP 2.00 33403.00 No

Supply, laying, testing & commissioning of 1.1 kV grade, XLPE

insulated, stranded Copper conductor, galvanised steel flat strip / round

wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to

be laid on wall surface with necessary clamps / in existing cable trench /

cable trays / conduit / pipe sleeves at road crossing or floor as per site

requirement) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1) etc.

comp. with reqd. accessories. Size : 1x3.5x95 Sq.mm. (From GEB

Supply To SFU & MCC panel Board) 30.00 2346.00 Mtr

Supply, laying, testing & commissioning of 1.1 kV grade, XLPE

insulated, stranded Copper conductor, galvanised steel flat strip / round

wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to

be laid on wall surface with necessary clamps / in existing cable trench /

cable trays / conduit / pipe sleeves at road crossing or floor as per site

requirement) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1) etc.

comp. with reqd. accessories. Size : 1x3x50 Sq.mm. (Panel Board to

Motar) 2x15 990.00 No

Supply & laying GI perforated type cable trays with returned edge/

flange, fabricated from 2.0 mm thick sheet steel in the standard length

of 2.5 mtrs, duly hot dipped galvanized after fabrication as per IS 2629-

1989 / IS 4759-1984 including accessories such as coupler plates/ fish

plates, bends, tees, reducers, elbows, covers and electro-galvanized

hardware etc, erected on existing support as per specification and

instruction of engineer in charge. Size:- 100mm(W) x 35mm (H) x 2mm

Thick 30.00 228.00 Mtr

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 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.

(b) For Electrical Installation up to 440V in normal soil Length of

pipe - 1 Mtr Back filling compound - 1 Nos Bag of 15 Kg. 2.00 7150.00 Each

SITC of printed instructin chart both in English and Gujarati and duly

framed with front glasses, for treatment of person suffering from Electric

Shock. etc. comp. as per requirement 1.00 150.00 No

Supplying rubber matting of 6 mm thickness as per IS 5424 and of

required length and breadth with good insulation property for 22 KV 5.00 990.00 Sqmt

Indoor & Outdoor Lighting & Ventilation System: Design, supply,

erection, testing and commissioning of suitable general lighting

arrangement for pump house, electrical room, transformer yard &

switchyard area including required lighting fixtures, fittings, point wiring,

distribution box, street lighting poles with junction box, exhaust fan etc.

with complete job. (a) Point Wiring for light/fan/Bell/Primary point with 2-

1.0 sqmm & earthwire of 1.0 Sqm.mm (green) both are of ISI marked

for PVC insulated multisrand copper wire, in pipe duly erected, complete

with 6A Tissino Type ISI marked flush type switch/ bell push and

accesorries erected on polished wooden block/ Metal. PVC box covered

with 3 mm thick laminated sheet for concealed wiring as per

specification.- 15 Pt. (b) 20W LED Fixtures and associated fittings for

Electrical/ Switchgear/ Control/ Office Room - 4 Nos. (b) 70W LED High

bay fittings for Pump Room - 4 Nos. (c) LED lighting fixture with 7.5m

Swaged pole with all necessary fittings- 70W for outdoor application

(For Roads & area lighting, Switchyard lighting)- 4 Nos.

(e) Supplying and fixing of the ceiling fans of approved make for

electrical room with 1200mm sweep, white color, double ball bearing,

300mm long down rod, Electronic type ANCHOR/MK make regulator

and accessories i.e. screws, wall nuts etc.- 2 Nos. (f) Supply, fixing and

commissioning of 305mm dia Single Phase Exhaust fans including bird

louvers, frame works and other civil works like chipping and making the

surface good etc.- 4 Nos. 1.00 97747.00 Lot

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl. Engineer Municipal Engineer

"DESIGN POINT" Savarkundla Nagarpalika

Amreli Savarkundla

Chief Officer President

Savarkundla Nagarpalika Savarkundla Nagarpalika

Savarkundla Savarkundla