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Tender Value
₹3.6 Cr
EMD Value
₹3.6 L
Closing Date
27 Jan 2026, 6:00 pmClosed
Chief Officer, Mangrol Nagarpalika, Mangrol
Construction Work Of ESR, Sump, DI-HDPE Pipeline, Panel Room And Paving Block Flooring, At. Old Bus Stand Head Work And Dhelana Head Work, At. Mangrol Under SJMMSVY (UDP-88) Year-2025-26
263534
Jan-26/WN3
Open
Civil Works
Junagadh
3 documents required · 3 mandatory
₹6,000
Chief Officer, Mangrol Nagarpalika, Mangrol
₹3.6 L
9 Jan 2026
9 Jan 2026
9 Jan 2026
27 Jan 2026
9 Jan 2026
NAME OF WORK: CONSTRUCTION WORK OF ESR, SUMP, DI-HDPE PIPELINE, PANEL ROOM AND
PAVING BLOCK FLOORIN, AT. OLD BUS STAND HEAD WORK AND DHELANA HEAD WORK, AT.
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. 3,55,93,955=00 Put to Tender Rs. 3,55,93,955=00
Total Rs. Total Rs.
(In Words (In Words
Signature of the Contractor
Consl. Engineer Engineer
"DESIGN POINT" Mangrol Nagarpalika
Chief Officer President
Mangrol Nagarpalika Mangrol Nagarpalika
Mangrol Mangrol
MANGROL NAGARPALIKA - MANGROL
DIST. : JUNAGADH
SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26
NAME OF WORK :- CONSTRUCTION WORK OF ESR
LOCATION : Old Bus Stand H/W & Dhelana H/W At. Mangrol
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. 3370 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
(2) HYSD( Fe 415)or higher grade reinforcing bars confirming to IS
1786/1139 or CRS /TMT bars shall be used as per detailed
(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
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
(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 as incomplete.
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)
OLD BUS STAND H/W FOR 20.00 LL HEIGHT 24 Mtr 1.00 18090412.25 Nos
DHELANA H/W FOR 5.00 LL HEIGHT 22 Mtr 1.00 6273643.92 Nos
Total Amounts Rs...……
Total Amounts Rs...……
Stamp with Signature of Contractor
Consl.Engineer Engineer
"DESIGN POINT" Mangrol Nagarpalika
Chief Officer President
Mangrol Nagarpalika Mangrol Nagarpalika
Mangrol Mangrol
MANGROL NAGARPALIKA - MANGROL
DIST. : JUNAGADH
SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26
NAME OF WORK :- CONSTRUCTION WORK OF RCC U/G SUMP
LOCATION : Dhelana H/W At. Mangrol
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
(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
>/ 1.5 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 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 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
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 rectangular sump without water table (Sub soil water level below
For 3000000 Lit. Capacity ROW Water Sump Flat Slab 1.00 7815495.50 Nos
Total Amounts Rs...……
Total Amounts Rs...……
Stamp with Signature of Contractor
Consl.Engineer Engineer
"DESIGN POINT" Mangrol Nagarpalika
Chief Officer President
Mangrol Nagarpalika Mangrol Nagarpalika
Mangrol Mangrol
MANGROL NAGARPALIKA - MANGROL
DIST. : JUNAGADH
SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26
NAME OF WORK :- SITC WORK OF INLET & OUTLET PIPELINE
LOCATION : Old Bus Stand H/W & Dhelana H/W At. Mangrol
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.
250 mm dia D.I. Pipes-K7 Old Bus Stand Inlet 90.00 2466.00 Rmt.
300 mm dia D.I. Pipes- K7 Old Bus Stand Outlet 40.00 3110.00 Rmt.
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
Socket & Spigot Type
Providing and supplying in standard length ISI mark high density
Polyethylene H.D.P.E. Pipes suitable for potable water as per IS
specification no. 4984/1995 including all local and central taxes,
transportation, freight charges, octroi, inspection charges, loading,
unloading, conveyance to the dept. stores etc. comp.
250 mm dia HDPE Pipes 60.00 1970.00 Rmt.
200 mm dia HDPE Pipes 120.00 1267.00 Rmt.
M. S. Specials plain & socket ends
Up to 300 mm. dia. 100.00 96.00 Kg
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.
PN-1 With hand Wheel/cap operated (PD type short body)
200 mm dia Sluice valve/Scoure Valve 2.00 9813.00 Nos
250 mm dia Sluice valve/Scoure Valve 4.00 15920.00 Nos
300 mm dia Sluice valve/Scoure Valve 1.00 20384.00 Nos
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 124.00 102.35 Cumt
In Hard murrum 31.00 155.25 Cumt
In soft rock 62.00 187.45 Cumt
In Hard rock 93.00 427.80 Cumt
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.
250 mm dia D.I. Pipes-K7 Old Bus Stand Inlet 90.00 146.05 Rmt.
300 mm dia D.I. Pipes- K7 Old Bus Stand Outlet 40.00 178.25 Rmt.
Lowering, laying and jointing HDPE pipes and specials of following class
and diameter (By butt fusion welding method) including cost of
conveyance from stores to site of works at all level including cost of
labour, material, giving satisfactory hydraulic testing etc. comp.
250 mm dia HDPE Pipes 60.00 193.20 Rmt.
200 mm dia HDPE Pipes 120.00 131.10 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.
200 mm dia Sluice valve/Scoure Valve 2.00 853.30 Nos
250 mm dia Sluice valve/Scoure Valve 4.00 1087.90 Nos
300 mm dia Sluice valve/Scoure Valve 1.00 1312.15 Nos
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 100 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
Refilling the pipeline trenches incl. ramming, watering, consolidating
desposal of surplus stuff as directed within a radius of 3 km. 295.00 25.30 Cumt
Providing bedding incl. ramming, watering, consolidating etc. complete.
(A) From selected excavated earth. 17.10 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. 6.00 2900.00 Nos
Total Amounts Rs...……
Total Amounts Rs...……
Stamp with Signature of Contractor
Consl.Engineer Engineer
"DESIGN POINT" Mangrol Nagarpalika
Chief Officer President
Mangrol Nagarpalika Mangrol Nagarpalika
Mangrol Mangrol
MANGROL NAGARPALIKA - MANGROL
DIST. : JUNAGADH
SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26
NAME OF WORK :- CONSTRUCTION WORK OF PANEL ROOM
LOCATION : Dhelana H/W At. Mangrol
SCHEDULE - "B-4"
PERCENTAGE RATE TENDER
Item No. & Description Quantity Rate Per Amount
Designing (aesthetically) and constructing RCC Frame structure of pump
room with Negative suction.
Without Gantry structure
Size : 8.00 x 5.00 Mt -Dhelana H/Ws = 40 Sqmt 40.00 11919.75 Sqmt
Total Amounts Rs...……
Total Amounts Rs...……
Stamp with Signature of Contractor
Consl.Engineer Engineer
"DESIGN POINT" Mangrol Nagarpalika
Chief Officer President
Mangrol Nagarpalika Mangrol Nagarpalika
Mangrol Mangrol
MANGROL NAGARPALIKA - MANGROL
DIST. : JUNAGADH
SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26
NAME OF WORK :- CONSTRUCTION WORK OF PAVING BLOCK FLOORING
LOCATION : Dhelana H/W At. Mangrol
SCHEDULE - "B-5"
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.
Supplying of crushed stone aggregates, chippings etc. of hard stone of
40mm to 63mm size free of disintegrated pieces, deleterious and organic
matter (for butumen surface dressing etc.) and grading as per I.R.C.
Code. 235.30 574.59 Cumt.
Spreading the stone aggregate for rolling and W.B.M. including filling the
interstices to required camber and gradient (excluding spreading of
blindage) (iii) 40mm to 63mm size crushed stone 235.30 262.24 Cumt.
Supplying of Stone Dust 58.90 277.35 Cumt.
Spreading blindage or road crust filling the gaps in metal and leveling to
camber and gradient as directed. (ii) Sand / Stone dust 58.90 154.84 Cumt.
Providing and laying cement concrete 1:3:6 (1 cement :3 coarse sand :6
Machine cut stone aggregate) 40mm nominal size and curing complete
excluding cost of formwork in (a) Foundation and plinth)
Providing and fixing Pre-cast rubber dye / steel dye inter locking concrete
block 60mm thick with grade of concrete M-300 punmatic compressed
by mechanically pressed and as per approved design confirming to IS
15658:2006 including 35mm sand layer for levelling and filling the joints
with sand in proper line and level asper guidlines of IRC : 63-2018 etc
Providing and casting in-situ controlled cement concrete M-200 for
kerb/kerb blocks including formwork curing and finishing complete. 11.50 4869.02 Cumt.
Providing and fixing M.S. grills of required pattern to wooden frames of
windows etc. with M.S. flats at required spacings and frame alround,
square or round bars with round headed bolts and nuts or by screws. (B)
ORNAMENTAL GRILL 400.00 160.85 Kg
Applying priming coat of over new steel and other metal surface after and
including preparing the surface by thoroughly cleaning, oil grease, dirt
and other foreign mater and scoured with brushes fine steel wool,
scrapers and sand paper with ready mixed priming paint brushing red le
Painting two coats (excluding priming coat) on new steel and other metal
surface with enamel paint, brusing interior to give an even shade
including cleaning the surface an even shade including cleaning the
surface of all dirt, dust and other foreign matter. 10.00 92.20 Kg
Total Amounts Rs...……
Total Amounts Rs...……
Stamp with Signature of Contractor
Consl.Engineer Engineer
"DESIGN POINT" Mangrol Nagarpalika
Chief Officer President
Mangrol Nagarpalika Mangrol Nagarpalika
Mangrol Mangrol
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details.html
RAW_HTML
01 Tender.pdf
02 Form B-1.pdf
03 Schedule B.pdf
04 Term and Condition.pdf
05 Specifications of Building Work.pdf
06 Specifications of Road Work.pdf
07 Water Supply Technical Specification (Civil).pdf
08 Vendor list - Civil as on Dt. 28.05.2025.pdf
09 Vendor Civil work.pdf
10 Test Require for Construction Material.pdf
11 GR All.pdf
12 DMO_2876_01-May-2025_273.pdf
13 Site Visit Certificate.pdf
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