Construction Work Of CC Road, RCC Under Ground Sump, RCC E.S.R., Pipeline And Pumping Machinery, As per various Location Chart At. Upleta Dist.: Rajkot Under 15th Finance Grant and Manoranjankar Grant. (Second Call)

NAME OF WORK:- CONSTRUCTION WORK OF CC ROAD, RCC UNDER GROUND SUMP, RCC E.S.R.,

PIPELINE AND PUMPING MACHINERY, AS PER VERIOUS LOCATION, AT. UPLETA

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

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

Estimated Amount Estimated Amount

Put to Tender Rs. 1,78,66,557=00 Put to Tender Rs. 1,78,66,557=00

Add …………….% Rs. Deduct …………….% Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Upleta Nagarpalika

Chief Officer President

Upleta Nagarpalika Upleta Nagarpalika

UPLETA NAGARPALIKA - UPLETA

SCHEME:- MANORANJANKAR GRANT

NAME OF WORK : CONSTRUCTION WORK OF C.C. ROAD

LOCATION :- Kala nal to Dipakbhai karmur home, At. Upleta

SCHEDULE - "B-1"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Box cutting the road surface to proper slope and camber for making a base for road

work including ramming the excavated stuff and despositing on the road side slope as

directed up to all lead and sretta. 1664.00 197.06 Cumt.

Providing & laying spreading and compacting 150mm thick WBM Grade - II of

B.T.M.C. metal 40mm to 63mm size including using 20% (13+7%) filler i.e. stone

screeing 13.2 mm at the rate 0.16 Cumt. & 0.08 stone dust including spreading in

uniform thickness hand packing rolling with vibratory roller 8-10 tonnes in stages to

proper garde and cmaber applying and brooming required types of screening/binding

materials to fill up the interstices of coarse aggregate watering and compacting to the

required density. 624.00 1099.89 Cumt.

Providing & laying spreading and compacting 100mm thick WBM Grade - II of

B.T.M.C. metal 40mm to 63mm size including using 20% (13+7%) filler i.e. stone

screeing 13.2 mm at the rate 0.16 Cumt. & 0.08 stone dust including spreading in

uniform thickness hand packing rolling with vibratory roller8-10 tonnes in stages to

proper garde and cmaber applying and brooming required types of screening/binding

materials to fill up the interstices of coarse aggregate watering and compacting to the

required density. 416.00 1177.66 Cumt.

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 Machine cut

stone aggregate 40mm nominal size ) and curring complete including cost of formwork

in (a) Foundation and plinth 416.00 3260.28 Cumt.

Providing and Laying in position Controlled Concrete M-200 grade concrete for using

cement content as per approved design mix, improve workability without impiring

strength and durability as per direction of the engineer in charge. (min cement level as

per latest ID: 456 shall be maintained) for 150mm thick trimix C.C Road with trimix

vaccume dewatering system work with power trowling sheet form with M.S Channel,

surface vibrator with providing road expansion joint having size 6mmx50mm by

concrete cutter machine and filled with bitumen, finishing with floor hardener

necessary all equipments, all labour charges complete.

Supplying Stone Dust. 156.00 406.46 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to camber and

gradient as directed. (ii) Sand 156.00 162.22 Cumt.

Tracing of old Manhole. All Types Of Manhole. 35.00 1202.00 No.

Modification of Existing House Connection Chambers, Risening up to 23cm. average

of 0.23m wide C.C. Copping 1:3:6 with Curing and Dismentaling existing Chamber's

Precast cement frame and Cover and also fitting the copping work as directed as

required and also refitting of existing house connection chamber's coller and cover as

required. 104.00 903.95 No.

Total Amount Rs.........

Total Amount Rs.........

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Upleta Nagarpalika

Chief Officer President

Upleta Nagarpalika Upleta Nagarpalika

UPLETA NAGARPALIKA - UPLETA

SCHEME:- 15TH FINANCE GRANT

NAME OF WORK : CONSTRUCTION WORK OF 10.00 LAKH LITER CAPACITY R.C.C UNDER GROUND SUMP

LOCATION :- Bhagvati Park Area, At. Upleta

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

Item No. & Description Quantity Rate Per Amount

(13) SS pipes railling shall be provided over sump periphery when sump ht is >/

meter above ground level.

(14a) ROC staircase/RCC steps should be provided from Ground leel to sump top slab

based on height of the GSR above/below the ground.

(14b) 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 7.5 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

(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

(18) When authority

capacity and if it reduces

of GSR / Sumpquantity

lakhpayment shall

liters two or be reduced

suitable prorate.

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 rectangular

sump without water table (Sub soil water level below foundation).

For 1000000 Lit. Capacity. -Bhagvatipark Headwork 1.00 3331075.63 No.

Total Amount Rs.........

Total Amount Rs.........

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Upleta Nagarpalika

Chief Officer President

Upleta Nagarpalika Upleta Nagarpalika

UPLETA NAGARPALIKA - UPLETA

SCHEME:- 15TH FINANCE GRANT

NAME OF WORK : CONSTRUCTION WORK OF R.C.C ESR 20M HEIGHT

LOCATION :- Bhagvati Park Area, At. Upleta

SCHEDULE - "B-3"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Designing structurally (and asthetically) complying provisions of relevant Indian

standards, and constructing RCC elevated service reservoirs of 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 specified).

(2)Staging consisting of column brace trestle/shaft /cobination column-brace trestle

shaft as appropriate (or as specified )

(3) appropriate foundation syatem. This include excavation in all types of soil strata,

including hard rock), casting 100mm thick P.C.C leveling course in M-10, refilling the pit

with water propoer soil and disposing of the surplus stuff at all require lead

(4) This will also include cement plaster in CM 1:2 with approved water proofing

compound all over inside container (i.e wall, 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 arrangment as per

hydraulic design are including

(6) Providing and fixing of any accessories (specified), CI Manhole frame and covers,

water level indicator, lightening conductor, GI Pipe railing around walk way, at roof level,

at gallery and around landing of inside shaft. adequate cowl type ventilators or lantern

type ventilator with stainless steel jali.

(7) Scope of work include constructing RCC spiral staircase with adequate tie beams,

staircase footing RCC chamber for valve ventilaing shaft and ventilators as well as door

in shaft, SS garting to be provided to outlet pipe (inside Container) for safety.

8) including providing and appying three coats of cement paint, snowcem (as specified)

to the whole structure

(9) it also includes satisfactory water tightness test as per relavent IS 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 ESR.

Note: The Structural design of ESR shall be in accordance with provisions of relevant

Indian Standards.

(1) I.S. 3370 Part -I & II 2009 or its latest revision

(1.1) I.S. 3370 Part -III & IV 1965 or its latest revision

(2) I.S. 456-200 or its latest revision

(3) I.S. 11682-1985 or its latest revision

(4) I.S. 1893-2020 Part I to V or its latest revision

(5) I.S. 13920-1993 or its latest revision

(6) I.S. 875 part I to III 1987 or its latest revision

(7) I.S. 11089-1987 or its latest revision

General Specification :-

(1) The Min concrete grade for RCC shall be M-30, proportion of concrete ingrediance

shall be as per Mix design using weigh batching

(2) HYSD steel, FE-415 or highrer grade reinforcing bars confirming to IS 1786 or

or CRS/ TMT bars shall be used as per detailed specifications

(3) In case of column-bracing trestle type staging having more tha Six columns internal

horizontal bracing is obligatory. One bracing shall be at foundation level in case of

individual footing

(4) Min size / thicness of various component shall be provided as per design

crieteria/specification/IS code (or as per std practice) Capacity of ESR shall be consider

excluding free board

(5) Min Diementions specified for various component in tender data / specifications

should be provided

(6) The safe bearing capacity (SBC)/ allowable pressure on soil shall be refere from

latest SBC test report of tender data sheet. During execution if poor soil starta or ground

water table is ncountored the SBC shall have to be re ascertained and the design

should be revised accordingly

(7) Max spacing between horizontal bracings shall be 5 Mt storey height

(8) The BB masonery cabin with MS door shall be constructed when spiral staircase is

out side the staging

Item No. & Description Quantity Rate Per Amount

(9) RCC staircase / MS staircase shall be provided and fix for acess to roof when height

of room from GL is upto 10 mt. for ESR having more than 10 mt height propoer RCC

staircase or suitable 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 mt thus spiral staircase shall be

provided inside the staging with effective tie beams in more than one direction

(11) Water level indicator shall be provided and fix float type / electronic (as specified)

(12) The rate shall include providing and fixing pipe, specials, and valves reuired for inlet

,outlet ,washout ,overflow and bypass arrangement.the scope of work include

constructing, supporting RC pillers, erecting, laying, fixing, and joining pipes and

specials etc.up to5 Mt length form face of staging (outer most column)

(13) DI pipes and specials shall only be used

(14) The rates shall include cost of dewatering during execution making all arrangement

with any dewatering technique.

(15) The structure shall be design properly fot ulpift due to ground water table specified

in data or GWT encounter during execution. No extra payment shll be paid for the same

(16) Effective curing shall be carried out up to required period as per specification

(17) Agency shall engage qualified( atleast graduate) consulting engineer for designing

the structure and he/she shall visit the site for the guidance of work at all level (i.e.below

foundation, upto GL, above GL, for all lifts up to container)

(18) 75% part rate shall be payable for concrete, reinforcement an plastering items of

container untill satisfactory hydraulic testing for water tightness is performed or as per

tender condition. Till than the work shall be treated as incomplete

Above conditions / General specifications Sr no 1 to 18 are part and parcel of tender

For 500000 Lit.capacity- Bhagvatipark 1.00 6265248.92 No.

Total Amount Rs.........

Total Amount Rs.........

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Upleta Nagarpalika

Chief Officer President

Upleta Nagarpalika Upleta Nagarpalika

UPLETA NAGARPALIKA - UPLETA

SCHEME:- 15TH FINANCE grant

NAME OF WORK : RISINGMAIN FOR BHAGVATI PARK HEADWORKS

SCHEDULE - "B-4"

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. (IS 8329-2000).

250mm dia D.I. Pipes- K7

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 /

delivery 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

Socket & Spigot Type

80 to 300 mm dia

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.

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

250 mm dia Sluice valve/Scoure Valve 2.00 15920.00 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.

Reflux valves PN 1.6 IS 5312 with ISI mark

250 mm dia (NRV) Valve

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.

Upto 1.5 mt depth

In all sorts of soil and soft murrum 58.00 102.35 m3

In Hard murrum 14.50 155.25 m3

In soft rock 29.00 187.45 m3

In Hard rock 43.50 427.80 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.

250mm dia D.I. Pipes- K7 80.00 146.05 Rmt

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)

'250 mm dia Sluice valve/Scoure Valve 2.00 1087.90 No

Item No. & Description Quantity Rate Per Amount

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)

'Reflux valves PN 1.6 IS 5312 with ISI mark

'250 mm dia (NRV) Valve 2.00 2266.65 No

Construction of valves chambers in brick or bela stone masonary, locally

available in C. M. 1:6.Foundation concrete 150 mm thick in C. C. 1:4:8of trap

metal size 25 mm to 40 mm thick, inside cement plaster in C. M. 1:3 and

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

mm thick (with key hole in two parts, each with handles or MS Bar etc.

complete as give size)

'Upto 1 Mt. depth from G. L. to pipe invert level incl. complete civil

works but excl. cost of excavation and refilling.

With precast slab in two parts 15 mm

'Size 1.30×1.30×1m For Sluice valve of 200 mm dia and above dia 2.00 13053.65 No

Refilling the pipeline trenches incl. ramming, watering, consolidating desposal

of surplus stuff as directed within a radius of 3 km. 141.08 25.30 Cumt

Providing bedding incl. ramming, watering, consolidating etc. complete.

(A) From selected excavated earth. 9.60 69.00 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.

Total Amount Rs.........

Total Amount Rs.........

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Upleta Nagarpalika

Chief Officer President

Upleta Nagarpalika Upleta Nagarpalika

UPLETA NAGARPALIKA - UPLETA

SCHEME : 15TH FINANCE GRANT

NAME OF WORK :- Providing, Supplying, Installation, Testing & Commissioning of submerged centrifugal

Pumping Machinery with co-ordinate Mechanical & Electrical Accessories

LOCATION : Bhagvati Park Head Work, At. Upleta

SCHEDULE - "B-5"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

(A) MECHANICAL SECTION

Providing & Supply at Site, Storage of submerged centrifugal pump sets

(horizontal/vertical as required) (water immersed, dry air filled, class "F"

insulated TEWC motor integrally mounted on volute casing pump sets for

water duty, 3-phase, 50Hz ± 3%, 415V ± 10% along with suitable

foundation / installation device with cable length from pumps to panels & of

following Material of Construction: Impeller-CF8M, Casing-C.I. FG

Wearing Ring -SS, TC mechanical seal, CS/S.S. bearing, S.S shaft with

sleeve, SS strainer & MS motor body as per relevant IS and detailed

specification including installation of pumping mechinery

Capacity 50 LPS x 30.00 Mtr. Head with minimun prime mover 1450 RPM

of 11 KW x 3 set (2W+1S) = 33 KW

Installation, testing & commissioning for submerged centrifugal pump sets

(without material supply) For upto 30.00 KW 3.00 20948.00 Job

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

M.S. 150mm 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 1500.00 109.36 Kg

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

M.S. 250mm Ø Common Header 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 800.00 109.36 Kg

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

M.S 100mm Ø By pass Pipings with Y-Tee Connection, Flanges, Bolts,

Nuts etc. Complete as per relevent IS Standard & requirement 150.00 109.36 Kg

Supply at site, storage, Erection, installation, testing & commissioning of

150mm Ø Both End Flanged Butterfly Valve as per IS 13095 with sleeve of

EPDM & disc, shaft & internal parts of SS-410, with ISI mark of PN

Rating to be installed on Delivery Pipe complete as per specifications &

requirement. 3.00 4853.00 No

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

250mm Ø with Both End Flanged Butterfly Valve For Header PN

Rating and ISI mark of IS 13095 with sleeve of EPDM & disc, shaft &

internal parts od SS - 410 & with ISI Mark only as per technical

specification & requirement. 1.00 9866.00 No

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

Both End Flanged 100mm Ø C.I. Non Rising Spindle Type Sluice Valve of

PN 1.6 with hand / wheel cap opereted (pd type short body) Rating etc.

Complete (For Air valve on Header Pipings & Bypass piping) as per

relavant Std.& Specification With ISI Mark Only 2.00 4037.00 No

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

DS 2 Type 100 mm Ø Double Acting Air Valve on Header Pipings as per

relavant Std. with Approved make etc. Complete as per Specification.

Supply at site, storage, Erection, installation, testing & commissioning of

150 mm Ø C.I. D/F reflux valve on Delivery pipe confirming to relevent

standard with PN 1.6 rating etc. Complete as per specifications. 3.00 8933.00 No

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

250 mm Ø C.I. D/F reflux valve for Header pipe confirming to relavent

standard with PN 1.6 Rating of Approved make etc. Complete as per

Techanical Specification & requirement. 1.00 28776.00 No

Supply at Site, Storage, Erection, Installation, 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 for Common Delivery Piping 150 mm Ø

Supply at Site, Storage, Erection, Installation, 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 for Header Piping 250 mm Ø PN

Design, Supply, Installation, Testing, Commissioning of Bourdon Type

Pressure Gauge, ±1% accuracy, Direct bottom 1/2" NPT (M) process

connection, IP 67, Glycerine filled, SS304 Case with Bayonet Type Bezel,

SS316 L Bourdon Tube, SS 316 Movement material, Aluminium dial with

black graduation on white background, Micro Zero adjustable pointer,

neoprene gasket, Blow out disc, shatter proof glass, SS tag plate etc as per

IS 3624. 100MM Dia (i) 0 to 10 kg/cm² 3.00 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

(B) ELECTRICAL SECTION

S.I.T.C of LV MCC Panel totally enclosed, dust & bermin proof, indoor type,

minimum degree of protection - IP 52 as per IS: 2147, operation on 3-

Phase, 4 Wire, 415V, 50Hz, Neutral effectively grounded, with

instrumentation compartments accomodating LED type indicating lamps,

control contactors as per IS: 13947, CT of accuracy class- I as per IS:

2705, relays, meters & control MCBs, air insulated electrolitic grade

Aluminum busbar for three phase & neutral system with incomming breaker-

microprocessor based Air Circuit Breakers (electrically operated drawout

type)/ air break fixed type MCCB with trip free mechanism, current limiting

type as per IS:

Motor Contractor (as per type -2 coordination), Overload Relay with built-in

single phasing prevention feature & auxiliary feeders as per SLD drawings,

momentary contact type push buttons, equipment fittings, bus bars, cable

boxes, cable gland, incoming & ougoing cable connection for 1100V grade,

Aluminium/ Copper conductor XLPE/ PVC insulated & PVC sheathed

armoured cable, 10% spare terminals, power wiring using 1100V grade,

FRLS insulated copper conductor wires conforming to IS: 694 &

cable compartments/ alleys of minimum 300mm size, GI earth bus bar for

entire length. MCC shall be fabricated from cold rolled, coled annealed

(CRCA) sheet steel & minimum thickness of various members shall be as

follows: Base Frame/ Channel/ Gland Plate - 3 mm, Load Bearing

Members/ Doors - 2 mm and Internal Partitions - 1.6 mm. Auto

Transformer Starter with MCCB, Controller, O/L Relay , cast resin type,

Digital MFM, Analog Ammeter, SPP, Timer Etc. (Size 1500mm(w) x

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 required accessories.

Size 1x3 Corex25 Sq.mm. (From Main Supply) 50.00 534.00 Rmt

Size 1x3 Corex16 Sq.mm. (Panel Board to Motar) 80.00 324.00 Rmt

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.

(a) For Electrical Installation up to 440V in normal soil

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

Supplying 4 mm rubber matting of following thickness as per IS:15652/IEC

61111 (for LT Panel) 6.00 1017.00 Sqmt

Cable Glands: Providing & fitting heavy duty brass cable glands (nickel-

plated) with washers & rubber ring conforming to IS, suitable for 3, 3½ &

corecables of following type & sizes: Double Compression Brass Cable

Glands 25 Sqmm 3 to 3½ 18.00 203.00 Each

Providing and erecting Approved make Four pole moulded case circuit

breaker having breaking capacity ICU of 35 KA. at 415 V. having Normal

current rating 200A.with variable Thermal & magnetic release suitable to

work on A.C.supply 50 c/s. with all internal connections & complete erected

in existing 16 G.M.S.housing with specification ICS=100% of ICU only Cat

Busbar with JunctionBox:

providing and erecting sandwitched type bus duct having following

specification : Sandwich type busbar for use as Feeder Busbar for

interconnection between separate electrical equipment/ load centers, and

for use as Plug in busbar risers. The busbar shall be suitable for operation

in a 690V / 1000 V system with frequency of 50 Hz.

(A) Aluminium BusBar with 400 A Capacity 3.00 8314.00 No

Total Amount Rs…..

Total Amount Rs…..

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Upleta Nagarpalika

Chief Officer President

Upleta Nagarpalika Upleta Nagarpalika