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Tender Value
₹6.6 L
EMD Value
₹6,591.30
Closing Date
15 May 2026, 6:00 pmClosed
Water and Sanitation Unit Narmada
Providing, supplying lowering, laying & jointing pvc pipeline as distribution-main,Construction of RCC ESR -20000LTR/CapacityX 12mt height At Village Garudeshwar (mandirfaliya)
300354
01/ 2026-27
Open
Civil Works - Water Works
Narmada
2 documents required · 1 mandatory · 1 optional
₹900
Unit Manager, DWSU, Narmada
₹6,591.30
1 May 2026
1 May 2026
1 May 2026
15 May 2026
1 May 2026
QTY. UNIT DESCRIPTION RATE PER AMOUNT
Part : 1 Distribution Pipe line
Providing and supplying in standard length ISI mark rigid unplasticised PVC
pipes suitable for potable water with with ringfit joint including cost of rings, as
per IS specification no. 4985/1988 including all local and central taxes,
transportation, freight charges, octroi, inspection charges, loading, unloading,
conveyance to the departmental stores and including cost of jointing meterial
Note. 1. One coupler/ring shall be provided with each full length pipe cost of
which is included in rates below.
2. 3% Discounted rate to be consider for Coupler jointed pipe.
3. Rate of PVC resin as RS. 134700/ MT (Price without GST)
40 Rmt. 75 mm dia PVC 6 kg / sqcm. 96 Rmt.
60 Rmt. 90 mm dia PVC 6 kg / sqcm. 139 Rmt.
Purchasing and supplying at site of work PVC specials as per requirement incl.
Railway freight, loading, unloading and carting from store to site.Sales tax,
insurance, octroi etc. complete. -
1 No. (a) PVC Tee 90 X 90 mm dia. 324 No.
1 No. (b) PVC Bend 90 degree (Moulded) 90 mm dia 216 No.
2 No. (c) PVC Tail piece with PVC Flange Heavy duty (Moulded) 90 mm dia 236 No.
1 No. (d) PVC Elbow(Moulded) 90 mm dia 216 No.
1 No. (e) PVC Reducer(Moulded) 90X75 mm 110 No.
1 No. (f) PVC Tee 75X 75 mm dia. 199 No.
1 No. (g) PVC Bend 90 degree (Moulded) 75 mm dia. 129 No.
1 No. (h) PVC Tail piece with PVC Flange Heavy duty (Moulded) 75 mm dia 187 No.
1 No. (i) PVC Elbow(Moulded) 75 mm dia 129 No.
Providing & supplying ISI mark C.I.D.F sluice valves, butterfly valves & Reflux
valves of following class and diameter including all taxes, insurance,
transportation, frieght charges, octroi, inspection charges, loading, unloading,
conveyance to departmental stores, stacking etc. complete and also 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
materials, including nut , bolts and giving satisfactory hydraulic testing etc.
complete. (Rate for all class of valves) -
1 No. Butterfly Valve - 80 mm Dia. PN-1 with hand wheel 2804 No.
Lowering, laying and jointing PVC pipes and specials of following class and
diameter including cost of conveyance from stores to site of works including
cost of labour, material except cement solvent giving satisfactory hydraulic
testing as per ISI code etc. complete.
40 Rmt. 75 mm dia PVC 6 kg / sqcm. 15.75 Rmt.
60 Rmt. 90 mm dia PVC 6 kg / sqcm. 17.85 Rmt.
Excavation for pipe line trenches incl all safety provisions using site rails &
stacking excavated stuff up to a lead of 90 mt clearing the site etc.complete for
lifts and strata as specified.
26 Cu.mt. (a) Soft Murrum 93.45 Cu.mt.
19 Cu.mt. (b) Hard Murrum 141.75 Cu.mt.
Construction of valve chamber in brick or bela-stone masonary locally
available in CM 1:6 Foundation concrete 150 mm thick in CC 1:4:8 of trap
metal size 25mm to 40 mm thick, inside cement plaster in C.M 1:3 &cement
pointing out side in C.M 1:3 and top cover or precast RCC slab 100 mm thick
(with key hole in two patrs, each with handles or MS Bar etc.comp. as given
size) Up to 1 Mt depth from GL to pipe invert level including complete civil
works but excl. cost of excavation & refilling. With cast in situ RCC slab in one
single piece with of C.I.M.H Frame & cover.(excl. cost of C.I.M.H Frame &
cover) with 23 mm thick brick masonary wall in C.M.1 : 6 (With precast in two
For Butterfly Valve, Sl. Valve, Sc Valve
1 No. 0.6m X 0.6m X 1.0 mt. deep 5649 No.
Refilling the pipeline trenches including ramming, watering, consolidating
desposal of surplus stuff as directed within a radius of 3 km.
QTY. UNIT DESCRIPTION RATE PER AMOUNT
60 Cu.mt. Refilling 23.1 Cu.mt.
Providing C.C. M 100 for encasing pipes using trap metal size 12 mm to
mm incl. form work, curing, consolidating etc. complete
Included Road Encasing
Providing and supplying ISI mark G.I pipes with coupling of following class and
diameter, incl. All taxes , insurance, transportation, freight charge, octroi,
inspection charge, loading and unloading, conveyance to.
6 Rmt. 80 mm dia. M.duty 598 Rmt.
Lowering , laying and jointing G.I pipes with G.I specials of following diameter
in proper positions, grade and alignment as directed by engineer in charge incl.
Conveyance from stores to site of work, labour giving hydraulic testing etc.
6 80 mm dia. M.duty 28.35 Rmt.
Part : 2 Construction of R.C.C ESR 20000lit.cap x12 mt ht
Designing structurally (and aesthetically) complying provisions of relevant
Indian standards and constructing RCC Elevated service Reservoir of the
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 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 at all required lead. (4) This will also include cement plaster in CM
1:2 with approved water proofing compound all over inside container (i.e. walls,
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 arrangement 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 includes constructing RCC spiral staircase with
adequate tie beams,staircase footing ,Rcc chambers for valves. ventilating
shaft and ventilators as well as door in shaft, SS grating to be provided to
outlet pipe (inside container) for safety.(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
List of Indian Standards for design of ESR:
Note: The structural design of ESR shall be in accordance with provisions of
relevant Indian Standards
QTY. UNIT DESCRIPTION RATE PER AMOUNT
(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) IS 456-2000 or Its latest revision
(3) IS 11682- 1985 or Its latest revision
(4) IS 1893-2002 part I to V or Its latest revision
(5) IS 13920-1993, or Its latest revision
(6) IS 875 part I to III,1987 or Its latest revision
(7) IS 11089- 1987 or Its latest revision
General specifications:
(1) The Min. concrete grade for RCC shall be M :30. Proportion of
concrete ingredients shall be as per Mix design using weigh batching.
(2) HYSD( Fe 415)or higher grade reinforcing bars confirming to IS
1786/1139 or CRS /TMT bars shall be used as per detailed specification.
(3) In case of column –brace trestle type staging having more than
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/IS Code ( or as per std. practice). Capacity
of the ESR shall be considered excluding free board.
(5) Minimum dimensions specified for various components in tender
data /specifications should be provided.
(6) The Safe bearing capacity (SBC) /allowable pressure on soil shall be
referred from latest SBC test report or tender datasheet. During
If poor soil strata or ground water table is encountered, the SBC shall
have to be re ascertained and the design should be revised accordingly.
(7) Maximum spacing between horizontal bracings shall be 5 m (storey
(8) The BB Masonry cabin with MS door shall be constructed when spiral
staircase is outside the staging.
(9) RCC Staircase/ MS Staircase 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 proper RCC staircase or suitable RCC 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 m the spiral staircase
shall be provided inside the staging with effective tie beams in more than
(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) DI pipes & specials shall only be used .
(14) The rate shall include cost of dewatering during execution making
all arrangement with any dewatering technique.
(15) The structure shall be designed properly for uplift due to Ground
water table specified in data or GWT encountered during execution. No
extra payment shall be paid for the same.
(16) Effective curing shall be carried out up to required period 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 all levels (i.e. below foundation, up to GL, above GL for all lifts
up to container).
(18) 75 % part rate shall be payable for Concrete, Reinforcement and
Plastering items of container until satisfactory hydraulic testing for water
tightness is performed. Or as per tender condition. Till then the work
shall be treated as incomplete.
1 20000 Lit. Capacity X 12 mt. 600805.17 No
Schedule Description of work
1 Distribution of pipe line
2 Construction of R.C.C ESR-20000lit.cap x 12mt ht
I / We am / are willing to carry out the work at ………………. Above / Below
………………………………………… (Should be written in figures and words)
the estimated cost mentioned above amount of my/our tender works out as under :
QTY. UNIT DESCRIPTION RATE PER AMOUNT
ESTIMATED AMOUNT PUT TO TENDER ESTIMATED AMOUNT PUT TO TENDER
Signature of contractor unit manager
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ABNORMAL_RATE_TENDER.pdf
Bank Guaranty GR.pdf
EMD GR 01-May-2017.PDF
form 9 and 18 New.pdf
GST-CLAUSE.pdf
Gujarat-State-Purchase-Policy.pdf
New Doc 2018-12-24 16.30.17.pdf
Price variation GST clause.pdf
TDS.PDF.pdf
Instruction to Bidder.pdf
Payment Shedual.pdf
Volume 2B General condition.pdf
3.schedule-A.pdf
2.schedule-B.pdf
4.Technical Specification.pdf
Garudeshwar esr Tender notice 3rd trial.pdf
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