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Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
4 May 2026, 6:00 pmClosed
Chief Officer, Upleta Nagarpalika, Upleta
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)
298748
Apr-26/Work
Open
Civil Works
Rajkot
3 documents required · 3 mandatory
₹4,248
Chief Officer, Upleta Nagarpalika, Upleta
₹1.8 L
24 Apr 2026
24 Apr 2026
24 Apr 2026
4 May 2026
24 Apr 2026
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
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01 Tender.pdf
02 Form B-1.pdf
03 Schedule B.pdf
04 Term and Condition.pdf
05 Specifications of Road Work.pdf
06 Specifications of Building Work.pdf
07 Specifications of Electrical Work.pdf
08 Vendor list - Civil as on Dt. 28.05.2025.pdf
09 Vendor list - Mechanical as on Dt. 28.05.2025.pdf
10 Vendor Civil work.pdf
11 Test Require For Construction Material.pdf
12 GR All.pdf
13 DMO_2876_01-May-2025_273.pdf
14 GR Affidavit.pdf
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