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Tender Value
₹16.5 L
EMD Value
₹16,500
Closing Date
15 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat Irrigation Division Tapi - Vyara
Providing R.C.C. Water Tank at village Pelad Buhari Ta.Valod Di.Tapi
292122
32 of 2025-26
Open
Civil Works - Bridges
Tapi
6 documents required · 6 mandatory
₹900
Executive Engineer, Panchayat Irrigation Division, Tapi (Vyara)
₹16,500
1 Apr 2026
1 Apr 2026
1 Apr 2026
15 Apr 2026
1 Apr 2026
No. figures
Designing structurally (and asthetically) complying provisions of relevant
Indian standards, and constructing RCC elevated service reservoirs of
70000 Lit. capacity and 12 meter 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) and (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
1 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
(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.
(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 1139 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 (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
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 (contract)
1 No RCC ESR 70000 Liter Capacity
Providing,supplying ISI mark G.I. Pipes with coupling of following class
and diameter incl. all taxes, insurance, transportation, freight charges,
octroi, inspection charges, loading, unloading, conveyance to departmental
stores, stacking etc. complete.
100 mm dia. G.I. Pipe (Heavy Duty) 96.00 Mt. 992.00
Providing and supplying at store or site of work PVC / GI specials as per
3 requirement including loading, unloading, stacking, carting to site freight,
insurance & all taxes etc. complete
100 mm dia. G.I. Elbow (Market Rate) 2.00 Nos. 350.00
100 mm dia. C.I.Flange (Market Rate) 2.00 Nos. 338.00
100 mm dia. G.I. Coupling (Market Rate) 1.00 Nos. 272.00
100 mm dia. G.I. Nipple 15 cm. long (Market Rate) 2.00 Nos. 175.00
100 x 80 mm dia. G.I. Reducer (Market Rate) 2.00 Nos. 300.00
100 mm dia. G.I. Tee (Market Rate) 5.00 Nos. 190.00
100 mm dia. G.I. Plug (Market Rate) 5.00 Nos. 50.00
Bolts & Washers for Valves 25.00 Kg. 63.00
Rubber Packing Normal 25.00 Kg. 80.00
Excavation for pipe line tranches incl. all safety provisions using site rails
4 and stacking excavated stuff upto a lead of 90 m clearing the site etc.
complete for lift and strata as specified.
A. In all sorts of soil and soft murrum upto 1.5 mt depth. 60.48 cum 93.45
Lowering, laying and jointing G.I. pipes with G.I. specials of following
diameters in proper position, grade and alignment as directed by Engineer-
in-charge including conveyance from stores to site of work, labour, giving
hydraulic testing, etc. complete
100 mm dia. G.I. Pipe 96.00 Mt. 35.70
Refilling the pipeline trenches including ramming, watering, consolidating
disposal of surplus stuff as directed within a radiaus of 3 km.
Surplus stuff upto 3 Km 59.73 cum. 23.10
Providingand fitting readymade prefabricated portable concrete mini panel
7 havingouter size110x50x190 cmwithnecessary fitting for electric panel
mounting complete as per detailed specifications and drawing
Readymade Cabin 1.00 Nos. 12796.88
Sixteen lakh fourty five thousand five hundred and twenty one rupees only.
I/We am/are willing to carry out the work at _______ % above/below ( percent
should be written in figures and in words ) of the estimated rates mentioned above.
Amount of my/our tender works out as under.
Estimated amount put to tender Estimated amount put to tender
Deduct………% below Add………% Above
Signature of contractor Executive Engineer
Panchayat Irrigation Division
Tapi-Vyara
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SBD Book Pelad Buhari.pdf
SCH-B Pelad Buhari.pdf
TECHNICAL SPECIFICATION Pelad Buhari.pdf
Tender notice no.32 of 2025-26.pdf
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