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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹10.2 Cr
EMD Value
₹10.3 L
Closing Date
2 Nov 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Executive Engineer, U.L.B.C.Inv.Dn.No.2,Valod
Construction of New Aqueduct at Ch.59267 m of ULBMC on Chhipan Khadi.i.
351853
E Tender Notice NO.8 of 2026-27
Open
Civil Works
Works
Tapi
15 documents required · 15 mandatory
₹18,000
Executive Engineer, U.L.B.C.Inv.Dn.No.2,Valod
₹10.3 L
3 Oct 2026
3 Oct 2026
3 Oct 2026
2 Nov 2026
3 Oct 2026
BILL OF QUANTITIESAquaduct
Name of work:- Name of work :- Construction of New Aqueduct at Ch. 59267 m of ULBMC
on Chhipan Khadi.
BILL OF QUANTITIES
Item Description of Item (with brief specification and Quantity Unit Rate in Amount in Rs.
No. reference to book of specifications) Figures
1 Care and diversion of river including required dewatering
during construction of Bridge and allied works as 1.00 Job 250000.00
prescribed and directed etc. complete.
2 Dismentalling the R.C.C. work & disposing off the stuff
including stacking of the useful materials etc. complete as
(a)Light reinforcement. (Main bar up to 16 mm dia.) 1066.00 Cmt 1747.70
(b)Heavy reinforcement. (Main bar above 16 mm dia.) 428.00 Cmt 2039.00
Dismentalling the existing stone masonry including
sorting out and stacking the useful materials and removing
3 the debries and making good the damage etc. complete as 512.00 Cmt 757.40
(b) in cement mortar
Dismentalling the existing foundation concrete including
disposing the dismentalled stuff including sorting out and
4 stacking the useful materials and removing the debries 82.00 Cmt 1165.20
and making good the damage etc. complete as directed.
(b) in cement mortar
Dismentalling the rubble pitching including sorting out
and stacking of the useful materials on site including
5 removing the rubbish etc. complete as directed. 1051.00 Sqm 174.80
(A) With cement /Lime Mortar of any proportion.
(a) 23 cm thick.
Excavation for foundation in hard rock including blasting
and chiseling if necessary sorting out and stacking
seperately the usable rubble, depositing the excavated
6 stuff as and where directed including backfilling trenches 7310.00 Cmt 356.40
with suitable excaveted stuff etc. complete for lean upto
k.m. and all lifts (By machinery)
(b) below water table
7 Excavation for foundation in all sorts of soil including
yellow, sandy, gravely, soft and hard murrum etc. in dry
condition including depositing the excavated stuff in
uniform layers in banks or as and where directed etc.
complete for lead up to 1km and all lift (By machinery)
(a) Above water table
8 Providing and laying plain/ reinforced design mix cement
concrete of various grade with cement, sand and coarse
aggregates including centering, shuttering, batching,
mixing, transporting, placing, vibrating, smooth finishing,
curing etc. complete for all lead and lift.(Baching Plant
Based, Including dewatering).
(B) Raft , bottom slab of barrel, footing of colums, piers,
abutment and bottom slab of sump etc.
UKAI L.B.C.Inv.Dn.No.2 VALOD 1 of 5 Facile Maven Private limited, Surat
BILL OF QUANTITIESAquaduct
Item Description of Item (with brief specification and Quantity Unit Rate in Amount in Rs.
No. reference to book of specifications) Figures
(i) M-15 grade 742.00 Cmt 4380.90
(ii) M-20 grade 79.00 Cmt 4796.10
(iii) M-25 grade 89.00 Cmt 4844.70
(C) Piers, abutment, wingwalls, headwall, returnwall etc
(ii) M-15 grade 3510.00 Cmt 4499.60
(V) M-30 grade 471.00 Cmt 5156.30
(D) Walls of barrels, brestwall, staunching rings, pedestals
of bearing, stoplog piers, well staining, transition walls,
(iii) M-25 grade 84.00 Cmt 5753.60
(E) Roadway slab, approach slab, chute floor slab, kerb,
pier cap, abutment cap, hoisting platform, top slab of
(iii) M-25 grade 141.00 Cmt 5206.30
(iv) M-30 grade 114.00 Cmt 5336.30
(F) Top slab of bridge with main and cross grider of
(v) M-35 grade 542.00 Cmt 6100.90
(vi) M-40 grade 37.00 Cmt 6179.41
Providing and laying in position reinforcement bars
including cutting,bending welding, joints where
9 neccessary hooking etc. complete as per drawing for leads 1560.00 Qtl 7194.00
& lifts etc. complete.
Providing and fixing in position 110 mm dia PVC pipe
10 weep holes in abutment, wing wall,and laying training etc. 749.00 Rmt 263.70
Providing and fixing in position pre moulded asphalt or
bitumin cork board of approved quality and specification
as per design and drawing as directed.
(D) 12mm thickness
Providing and fixing in position PVC heavy duty water
stops in barrels, trough, and wing wall with 25 mm wide
expension joint as shown in drawing including filling the
joints with asphalt pad or bitumins or cork board of
approved quality.
(A) 225mm wide PVC water stop.
Providing and filling the polysulphide joint sealent of the
approved make in the expansion and contraction joints in
the c.c. lining including clearing the joints with air water
Filing the foundation with concrete of cement sand and
metal (upto 5cm size) in following proportion including
centering shuttering, temping, smooth finishing, curing
etc. complete as directed for all leads and lifts.(manually
with convetional mixer)
Back filling the foundation trenches around the structures
etc. with selected excavated stuff including watering,
ramming, compacting etc. complete.(By machinary)
Supplying, fitting, and fixing in position true to line and
level elastomeric bearing confirming to IRC : 83 (part-II)
16 section XI and clause 2005 of MORTH specifications 153600.00 CM3 1.23
complete including all accessories as per drawing and
technical specifications
UKAI L.B.C.Inv.Dn.No.2 VALOD 2 of 5 Facile Maven Private limited, Surat
BILL OF QUANTITIESAquaduct
Item Description of Item (with brief specification and Quantity Unit Rate in Amount in Rs.
No. reference to book of specifications) Figures
Suppyling and laying mechanically woven double twisted
hexagonal zn+ pvc coated box GI wire mesh gabion of
size 1 m * 1m * 1 m filled with 15 to 40 kg trap rubble
stone (approx weight 1.65 tonne) with mesh size 10 cm
by 12 cm as per drawing including packing, inter locking
of stones and stiching, fusing top of thre required
line,level, slope with all leads and lifts as directed etc.
Providing and Erecting a "W" metal beam CRASH
BARRIER comprising of 3mm thick corrugated sheet
metal beam rail, 70cm above road/ground level fixed on
ISMC series channel vertical post ,150 x 75x5 mm space
2.00 m centre to centre 1.80m high 1.10m below
ground/road level fixing at site shall be in C.C.M-20
block of size 50x50x100cms for each post .All steel part
sand fitments to be galvanized by hot dip process, all
fitting to conform IS:1367 andIS:1364 metal beam rai to
be fixed on the vertical post with as pacer of section
150x75x5mm 3.30 m long complete as per MORTH
Clause 810. Rates including providing and fixing 3mm
thick ACM type reflactor 100mm wide, type4 ,class-B
,High inensity grade sheetin between two 'W' metal beam
throught and reflactive unit at the top of vertical post as
per IRC:67 2012 etc .complete as per detailed drawing
and directed by engineer-in charge. (Metal beam crash
barrier for approch)
Finishing wall with weather proof exterior emulsion paint
on wall surface (two coats) to give an required shape even
19 shade after thoroughly brushing the surface to remove all 3453.00 Sqm 116.24
dirt, and remains of loose powdered materials.etc
Providing & fixing in position sign board of standard size
of 1.20mx0.90m with M.S angle 40mmx40mmx6mm
with 3mm thick iron plate including fixing in 1:5:10 prop.
Concrete block size 40cmx40cmx75 cm including
painting existing data on the board etc. complete as
Providing gauge plate of following size of material fibre
glass reinforced plastic with engraved bands width and
21 figures with necessary clits and fastenersand fixing the 2.00 No 14786.61
same at the site of work etc complete as directed
For 0.60 mt. x 1.0 mt. gauge patti
Manufacture, Supply & Delivery of Electric Resistance
Welded (Up to 400mm)/Submerged Arc Welded(Above
400mm) M.S.Pipe having beveled ends plate or coil
conforming to IS-3589-2001 or its latest
revision/ammendment for following thickness outside
diameter at GWSSB store or site anywhere in Gujarat
State including all taxes, insurance, transportation, freight
charges, octroi, inspection charges, loading, unloading
conveyance to department stores, stacking, etc. complete.
(Rate for MS Pipe based on the ex. works price of HR
Coil as Rs. 67500.00 per MT - without GST (Above
mm to 10mm) & Rs. 68000.00 per MT without GST
(Above 10mm) as on Feb-22. (WPI index of H.R. coil of
Jan-22 is 155.8)
(35) 2235mm dia in OD with 17.50mm thichness
UKAI L.B.C.Inv.Dn.No.2 VALOD 3 of 5 Facile Maven Private limited, Surat
BILL OF QUANTITIESAquaduct
Item Description of Item (with brief specification and Quantity Unit Rate in Amount in Rs.
No. reference to book of specifications) Figures
Lowering, laying, jointing & welding in position to
correct line & level M.S.Pipe with outer gunniting &
inside lining/Epoxy painting on pedestal or chairs upon
prepared formation or prepared bedding in trenches. The
23 rates include conveyance from store to site of work 588.00 Rmt 2023.00
loading, unloading, joint plastering, hydrotesting etc.
4.a.2. Above 7mm thick.
2235 mm diacharges
Dismantling pipe of existing steel structure & its parts
at site & stacking the same at site properly.
Providing videogrphy on the occasion of function or for
ongoing construction work including dubbing, titling
etc.complete including cost of cassate/CD. (b) up to
UKAI L.B.C.Inv.Dn.No.2 VALOD 4 of 5 Facile Maven Private limited, Surat
BILL OF QUANTITIESAquaduct
Item Description of Item (with brief specification and Quantity Unit Rate in Amount in Rs.
No. reference to book of specifications) Figures
I/We am/are willing to carry out the work at _________________________________________________________________ %
(percentage) above/below (Should be written in figures and word) 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
*(Please strike out whichever is not applicable).
1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-
In-Charge for which no extra payment shall be made.
2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3 GST and Income tax TDS will be deducted at a source while making payments of bills
4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-
10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there
is a change as per actual mix design the cost
of difference of cement consumption have been deducted from the rate of original item at the rate of input rate
mentioned in all the tender.
SIGNATURE OF CONTRACTOR Executive Engineer
U.L.B.C.Inv.Dn No.2
UKAI L.B.C.Inv.Dn.No.2 VALOD 5 of 5 Facile Maven Private limited, Surat
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Chipan Aqueduct Pipeline Alternative-1.pdf
DTP SBD Book Chhipan Aqueduct_compressed.pdf
Image_20250808_0005_compressed.pdf
Image_20250808_0006_compressed.pdf
Image_20250808_0007_compressed.pdf
Schedule B Chipan.pdf
E Tender Notice No.8 of 2026-27 for upload.pdf
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