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Tender Value
₹9.8 L
EMD Value
₹9,800
Closing Date
3 Jul 2026, 6:00 pm6d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, P.H. Works Division, GWSSB, Bhuj
Providing, Supplying, Lowering Laying and Jointing of 90mm dia. PVC Pipeline, Const. of RCC U.G. Sump Cap. 1.00 Lac Litre and Pump Cabin (2m x 2m) for Dalitvas (Dhori) Under SCSP Programme 2024-25. (2nd attempt )
315369
02/2024-25(2nd attempt)
Open
Civil Works - Water Works
Kutch
9 documents required · 9 mandatory
₹900
Executive Engineer P.H.Works Division Bhuj-Kutch
₹9,800
18 Jun 2026
18 Jun 2026
18 Jun 2026
3 Jul 2026
18 Jun 2026
Name of Work :Providing, Supplying, Lowering Laying and Jointing of 90mm dia. PVC Pipeline, Const. of RCC U.G.
Sump Cap. 1.00 Lac Litre and Pump Cabin (2m x 2m) for Dalitvas (Dhori) Under SCSP Programme 2024-25.
Tal. : Bhuj Dist. : Kachchh
QTY. UNIT DESCRIPTION OF ITEM RATE PER AMOUNT
Providing and supplying in standard length ISI mark rigid
unplasticised PVC pipes suitable for potable water 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 etc. complete.
1. One coupler/ring shall be provided with each full length pipe
cost of which is included in rates below.
2. 3% (Three) Discounted rate to be consider for Coupler
3. Rate for PVC resin as Rs.134700/MT (Price without GST)
2100.00 Rmt 90mm PVC Pipe 6 kg / cm2 139.00 Rmt
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 store,stacking etc.complete.
80 mm Dia Sluice valves PN 1.0 with handwheel/cap
operated(short body)
Excavation for pipe line tranches incl. All safety provision using
site rails and staking excavated stuff up to lead of 90mt
cleaning the site etc. comp. for lift up to 1.5 m.depth & strata as
90mm PVC Pipe 6 kg / cm2
945.00 Cu.Mt. (a) In all sorts of soil and soft murram (75%) 89.00 Cu.Mt.
315.00 Cu.Mt. (b) Hard murram (25%) 135.00 Cu.Mt.
Lowering laying and jointing PVC/UPVC/CPVC pipes and
'special of following class and diametar incl. Cost of
conveyance from stores to sites of work incl. 'cost of labour
materials except cement solvant 'giving satisfactory hydraulic
testing as per ISI code.
2000.00 R.Mt. 90mm PVC Pipe 6 kg / cm2 17.00 R.Mt.
Refilling the pipe line trenches incl. Ramming 'watering
1250.00 Cu.Mt. consolidating disposel of surplus stuff 'as directed within a 22.00 Cu.Mt.
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.
80 mm Dia Sluice valves PN 1.0 with handwheel/cap
operated(short body)
4.00 No. 25 mm Dia Double Air valve 56.00 No.
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QTY. UNIT DESCRIPTION OF ITEM RATE PER AMOUNT
Providing and supplying C. I. Air valves of approved make &
quality of following class and diameter including all taxes,
insurance, transportation, freight charges, octroi, inspection
charges, loading, unloading, conveyance to departmental
stores, stacking etc. complete.
4.00 No. For 25 mm Dia Double Air valve 717.00 No.
Erection of air valve riser by installing new M.S. pipe of 6mm
thick and 3.2mt length with neecessary fittings such as flange of
approvpriate size, nut bolt and embedded the pipe in RCC M:15
with offset of 10 cm around pipe with necessary steel etc.
4.00 No. For 25 mm Dia Double Air valve 2663.00 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 100mm
thick(with key hole in two parts, each with handles or MS bar
etc. complete as given size) up to 1mt depth from GL to pipe
invertlevel incl.complete civil work excl. cost of excavation &
refilling.with cast in situ RCC slab in one single piece with fixing
of CI-MH frame and cover (excl. cost of CI-MH frame and
cover) with 23mm thick brick masonary wall in C.M. 1:6.
with single piece 10cm with fixing M.H.cover
2.00 No size of chamber 0.60X0.60X1 mtr 5138.00 No
Providing C.C.M 1:100 for encasing pipes using trap metal size
12 mm to 50 mm incl. form work curing consolidation etc.
8.88 Cum 3368.55 Cum
complete. In river porstion using trap metal 40 mm size
Preparing 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 types of soil strata (including rock)
including shoring strutting if required, for loose soil / to protect
from collapse due to near by traffic load, casting 100 mm thick
P.C.C. leveling course in M-10, Refilling the pit with proper soil
and disposing of the surplus stuff within a lead of 50 meters.
Including cement plaster in CM 1:2 with approved water
proofing compound to inside water touching surface to
container. Including all types of labour 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 like MS / GI Ladder, CI
Manhole frame and cover, water level indicator, adequate cowl
type ventilators or lantern type ventilator with stainless steel jail.
RCC chambers for valves. Providing and applying three coats
of cement paint / snowcem to the out 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 accordance with
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banni\Tender I.Ss. Volume Dalitvas(Dhori) SCSP 2024-25\Dalitvas Est. DTP
QTY. UNIT DESCRIPTION OF ITEM RATE PER AMOUNT
(1) I.S. 3370, Part – 1 & 2 2009 or latest revised.
(1.1) I.S. 3370, Part – 3 & 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.Capacity Shall be calculated excluding free board of the
reservior. 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
nearby 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 resistance
stainless steel / HCR rebar shall be provided. Any other steel
approval of C.E./ inofsituation
(or thickness) of non availability
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
(9) provided without fail.
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
(10)DI revise.and
special be paid
shall onlyfor beincrease
specified in tender.
(11) The rate shall include cost of dewatering during
excavation making all arrangement when water table meets
(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. No extra shall be
paid. If GWT / Uplift is mentioned in tender and during
excavation it dose not meet 7.5% rate shall be reduced.
(13) SS pipes ralling shall be provided over sump perifery when
sump height is >= 1.5 meter above ground level
(14.a) RCC Starircase/RCC steps should be provided from GL
to Sump top slab based on the height of the GSR above/below
(14.b) RCC Staircase with SS railling to be provided inside
reservoir container. BB masonary staircabin to be provided to
cover the same with MS Safety door having locking
(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.
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QTY. UNIT DESCRIPTION OF ITEM RATE PER AMOUNT
(17) Any change in data, dimensions, shape, water depth,
reduction in size if permitted by competent authority and if it
reduces quantity then payment shall be reduced prorate.
(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 parcel of tender (contact) and prevail over other
provisions in tender.
1.00 No. A) U.G. Sump 100000 liter 1No. 388210.09 No.
For GSR (U/G Sump) with cover slab to be constructed at site
situated in seiscic Zone V: the above rate shall increased by 2%
Excavation for foundation upto 1.5 m depth including sorting
out and stacking of useful materials and disposing off the
excavated stuff upto 50 Meter lead.
1.00 Cum (a) Loose or Soft Soil 201.81 Cum
1.50 Cum (b) In Hard Murrum 443.11 Cum
Providing and casting In situ mass cement concrete in grade
M10 (approx. corresp.to prop. 1:3:6) using granite quartzite
trap metal of size 12mm to 25mm incl.consolidation curing
etc.complet (without forms work)
Precast concrete block masonry (including quoin blocks jamb
blocks closer etc.) with solid concrete blocks of approved size
made of cement concrete 1:3:6 mix (1- Cement : 3 coarse sand:
6- graded stone aggregates of 20 mm and down grade) in
foundation and plinth cement morter 1:6 (upto 10 ton)
1.80 Cum (3.1) For Foundation and plinth 3599.54 Cum
Extra for masonry work with precast concrete block in
superstructue above plinth upto floor two level.
3.50 Cum (3.2) For Superstructure 3865.19 Cum
Providing and fixing iron door ,window and cupboard etc
incl.using the frame of channels congles ungles and hats
75.60 Kg M.S. sheet as per design incl. rivetings or weldings atc 74.92 Kg
complete inc.3 coast of approved points(exclud.rate of angle).
Providing and laying cement concrete 1:4:8 (1- Cement : 4-
coarse sand : 8- hand broken stone aggregates 40 mm nominal
0.58 Cum 2653.67 Cum
size) and curing complete excluding cost of formwork in (A)
Foundation and Plinth (Up to 10 ton)
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QTY. UNIT DESCRIPTION OF ITEM RATE PER AMOUNT
Providing and laying C.C flooring 1:2:4 (1cement 2coarse sand
4 graded stone aggregate 20mm nominal size ) laid in one layer
4.00 Sqmt. 319.73 Sqmt.
finished with a floating coat of neat cement (A) 50mm thick
Providing corrugated G.I. sheet of class-3 roofing fixed with
glavanished iron J or L Hooks, Bolts and nuts 8mm diameter
with bitumen and G.I. limpet washer or G.I. limpet washer. filled
with white lead complete excluding the cost of purlins, Rafters
and Trusses.(1) 0.80 mm thick sheet. (upto 10 ton)
6.25 Sqmt. (i) Roof 719.93 Sqmt.
Purchasing and supplying at site of work with Railway freight
loading , unloading and carting etc comp. such as joist,
Channel, angles, Iron rail etc.
0.096 MT Size:- 25 mm x 25 mm x 3 mm thick 64838.00 MT
Labour charges for Lowering, laying and fixing various size of
0.096 MT M.S. section such as joints, channls , angles plates etc. 11365.00 MT
complete with fabrication
Providing 15mm thick cement plaster in single coat on Rough
(Similar)side of single or half brick walls for interior plastering
34.72 Sqmt 170.10 Sqmt
upto floor two level and finished even and smooth in (i) Cement
mortar 1:3 (1-cement:3-sand)
I / We am / are willing to carry out at_________% above / below
_______________________( Percentage should be written in igures and wors )
Estimated amount Rs. 979235.27 Estimated amount Rs.
Tender Amount in Rs.______________ Tender Amount in Rs.____________________
Signature of Contractor
Executive Engineer,
P.H.Works Dn,Bhuj Deputy Executive Engineer,
P.H.S.Sub-Dn.1 ,Bhuj
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details.html
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01. Tender Notice Banni Dalitvas (Dhori).pdf
02. VOL 1A Banni Dalitvas (Dhori).pdf
03. VOL 1B Part 1Banni Dalitvas (Dhori).pdf
04. VOL -1B PART - 2 Banni Dalitvas (Dhori).pdf
05. VOL -1B PART - 3 Banni Dalitvas (Dhori).pdf
06. VOL -1B PART - 4 Banni Dalitvas (Dhori).pdf
07. VOL -1B PART - 5 Banni Dalitvas (Dhori).pdf
08. VOL 2A Extent of Work Banni Dalitvas (Dhori).pdf
Teachnical Specification Dalitvas specification.pdf
10. VOL 3 Price Bid Banni Dalitvas (Dhori).pdf
PUMP CABIN 2x2 A3 PRINT FINAL PLAN.pdf
schedule B.pdf
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