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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
₹16.8 L
EMD Value
₹16,900
Closing Date
23 Oct 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.
CHIEF OFFICER PRANTIJ NAGARPALIKA, PRANTIJ
CONSTRUCTION OF SMASHAN SHED ,PAVER BLOCK AND WATER LINE AT DIFFERENT DIFFERENT PLACES AT PRANTIJ NAGARPALIKA AT PRANTIJ.
354591
26 OF 2026-27
Open
Civil Works
Fixed-rate
Sabarkantha
3 documents required · 3 mandatory
₹1,062
Chief Officer PRANTIJ Nagar Seva Sadan, PRANTIJ
₹16,900
12 Oct 2026
12 Oct 2026
12 Oct 2026
23 Oct 2026
12 Oct 2026
Name Of Work : CONSTRUCTION OF SMASHAN SHED ,PAVER BLOCK AND WATER LINE AT DIFFERENT
DIFFERENT PLACES AT PRANTIJ NAGARPALIKA AT PRANTIJ.
Schedule-B1 : CONSTRUCTION OF SHED AND NECCESARY WORK AT NAGARPALIKA ORIENTED SMASHAN AT
PRANTIJ NAGARPALIKA AREA AT PRANTIJ.
Sr. No. Description Quantity Unit Rate Amount
1 Excavation for foundation upto 1.5M depth including sorting out and 30.24 Cu.M. 212.52
stacking of useful materials and disposing of the excavated stuff upto
Loose or Soft Soil.
2 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 3.02 Cu.M. 3095.25
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
3 Providing and laying controlled cement concrete M.250 and curing 9.01 Cu.M. 4345.72
complete excluding the cost of formwork and reinforcement for
reinforced concrete work in (A) Foundations, footings, Base of
columns and Mass
4 Providing formwork of ordinary timber planking so as to give a rough 51.24 Sq.M. 181.85
finish including centering, shuttering, strutting and propping and
centering below supporting floor to ceiling not exceeding 4M. And
removal of the same for in sity reinforced concrete and plain concrete
( A ) Foundation, footing, Base of Columns and mass concrete
5 Filling available excavated earth ( excluding rock ) in trenches, plinth, 30.24 Cu.M. 136.92
sides of foundation etc. in layers not exceeding 20cm in depth
consolidating each deposited layer by ramming and watering.
6 Filling, Foundation & Plinth with murrum or selected soil in layers of 0.10 Cu.M. 294.38
20 cms thickness including watering , ramming and consolidation etc
7 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 684.76 Kg 77.29
bending, binding and placing in position complete upto floor two
8 Steel work welded, in built up sections, framed work including 95.59 Quintal 6747.08
cutting hositing, fixing in position and applying a priming coat of red
(B) In trusses and trussed purlins upto 25 m span and 15m overall
9 Providing corrugated G.I. sheets roofing fixed with galvanised iron “J” 234.00 Sq.M. 734.19
or “L” hooks bolts and nuts 8 mm diameter with bitumen and G.I.
limpet washeres, filled with white lead complete excluding the cost of
purlins rafters and trusses (1) 0.80 mm thick sheet.
10 Painting two coats ( including priming coat ) on new steel and other 522.90 Sq.M. 129.04
metal surface with snthetic enamel paint ,brushing to give an even
shade including cleaning surface of all dirt, dust and other foreign
11 Brick work using common burnt clay building bricks having crushing 2.07 Cu.M. 4214.33
strength not less than 35 kg./Sq.Cm. in foundation and plinth in
Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) Conventional
12 Brick work using common burnt clay building bricks having crushing 0.38 Cu.M. 4495.99
strength not less than 35 kg./Sq.Cm. in foundation and plinth in
Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B)Extra for brick work
in superstructure above plinth level upto floor two level (B)
13 20mm thick sand faced cement plaster on walls upto height 10 33.84 Sq.M. 321.10
metres above ground level consisting of 12mm thick backing coat of
C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1
(1-cement : 1-sand) etc. complete.
14 Providing & erecting Approved make Ceiling Fan with double ball 2.00 Ea. 1982.63
bearing with Condenser 230 volt A.C.50 Hz. 900 mm sweep complete
having 3 Aluminium blades, canopy erected complete. [ Make shall
be approved by Engineer in Charge]
15 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 4.00 Ea. 373.70
Watt to 0.5 Watt assembled on single MCPCB, with housing used as a
heat sink shall be made of thick sheet Steel conforming to IS:
513/CRCA/ aluminium die cast powder coated and high U.V
16 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 5.00 Ea 1367.54
Watt to 0.5 Watt assembled on single MCPCB, with housing used as a
heat sink shall be made of thick sheet Steel conforming to IS:
513/CRCA/aluminium pressure die cast powder coated and
17 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 9.00 Pt. 539.34
sq.mm (Green) both are of ISI marked 1.1 kV grade FRLS PVC
insulated multi strand copper wires up to 10 mtr length , in below
type of pipe erected with 6A Modular type switch / bell p
18 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm 2.00 Pt. 765.58
(Green) both are of .ISI marked 1.1 kV Grade FRLS PVC insulated
multi strand copper wires up to 10 mtr length, in below type of pipe
erected with 6A Modular type switch and hum free EME
19 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm 4.00 Pt. 570.65
(Green) both are of ISI marked 1.1 kV grade FRLS PVC insulated multi
strand copper wires up to 10 mtr length, in below type of pipe erected
complete with Modular type switch & 5 pin Plug e
20 providing and erecting Miniature circuit breaker single pole 6A to 2.00 Ea 123.22
25A suitable to operate on 240 V A.C. system and having breaking
capacity 10 KA to be erected in existing box. confirming to IS
8828/1996 with ISI Mark Cat.III
21 providing and erecting Approved make RCCBs conforming to IS: 1.00 Ea 2166.45
12640 and having sensitivity of 30 mA and Short Circuit withstand
capacity of 10 KA and suitable for operation on single phase
V,50Hz. having characteristic of quick action & tripping with a
22 Plastic enclosure fitted with DIN rail suitable for incorporating Three 1.00 Ea 108.07
23 Providing and erecting Pipe type earthing with 40 mm dia 2.5 mtr 1.00 Ea 823.15
long 'B' grade G.I. pipe with necessary coupling buch buried in
specially prepared earth pit & G.I. earth wire of 8 SWG erected &
connected as directed (For panel)
24 For using salt and charcoal / coke as required for pipe type earthing. 1.00 Ea 171.70
25 Providing and erecting HOT deep Galvanised iron strip/wire 1.20 Kg 77.77
26 Providing and erecting Mains with 1.1 kV grade FRLS PVC insulated 50.00 Mtr. 78.78
ISI marked stranded Copper conductor wire in following type of pipe
to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm
copper conductor FRLS PVC insulated stranded wire o
27 Providing and erecting Mains with 1.1 kV grade FRLS PVC insulated 20.00 Mtr. 104.03
ISI marked stranded Copper conductor wire in following type of pipe
to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm
copper conductor FRLS PVC insulated stranded wire o
28 Supplying and erecting Weather & Dust resistant sound column with 4.00 Ea 2466.42
Aluminium case & Aluminium mesh grille with foam layer under grill,
rotary- switch for selecting power taps / impedance having frequency
response 150-20000 Hz with following specifications . [[Approved by
Competent Authority i.e. not Below the rank of Executive Engineer ]
(a) With 4 speakers, capacity of power handling 45W (MAX) & 30 W
RMS, each speaker have impedance of respectively 300 ohms /
W, 500ohms/20W,I -K.ohms/10 W, 2K. ohms / 5W.
29 Providing and fixing precast cement concrete benches/CC benche 5.00 Nos 4646.00
(Exposed,texture finish benches of size, L-1.5 mts, H-0.89 mts,W-.45
mts leg size 100 mm x 100 mm thick excl.handle with M-25 Grade of
concere with texure paint incl.fixing with bolt on surface.incl.all
labour loading unloading,to be written nece writing on bench (word
in wood texture paint)given by engg in charge etc comp as directed.
30 fixing of statue of God or any iconic personility which will directed by 5.00 Nos 2020.00
engineer incharge in black stone (size of statue is 1'5" x2' 0") with all
necessary fixing material including fixing on site
31 providing and laying Granite slab flooring or dedo over 20 mm base 12.00 Sq.M. 2911.44
of cement mortar 1:6 (1 cement :6 coarse sand ) or L.M. 1:1.5 laid &
jointed with gray cement slurry including rubbing and polishing
32 Providing and fixing standared extruded of alluminium section of size 16.20 Sq.M. 1833.30
63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with colour Powder
Coated alluminium frame with 5 mm thick transparent bronze colour
tinted float glass as details etc complete
Total ( B1 ) :-
Schedule-B2 :PROVIDING AND FIXING PAVER BLOCK AT NAVABAKARPUR AT PRANTIJ.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition and disposal of unserviceable materials with all lead and 14.63 Cu.M. 622.37
lift.(i) Lime concrete.
2 Dismentaling tiled of stone floors laid in mortar including stacking of 9.00 Sq.M. 49.18
serviceable materilas and disposal of unserviceable materials with all
3 Box cutting the road surface to proper slope and 40.50 Cu.M. 109.05
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
to 50 meters lead.
4 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse 16.20 Cu.M. 3095.25
sand : 6- hand broken stone aggregates 40 mmnominal size) and
curing complete excluding cost of formwork in (A)
Foundation and Plinth
5 Repairing Existing M.H. Chamber 5.00 Nos. 1313.00
6 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at 5.00 Nos. 2316.94
store or at site of work precast RCC M.200 Frame & cover suitable to
drainage M.H. and as per type design & Drawing including cost of
reinforcement M.S. Angles or Flat, curing mold work etc.
7 Providing and fixing pre-cast Rubber Dye/ steel dye inter locking 162.00 Sq.M. 706.93
concrete block 60 mm thick with grade of concrete M30 pneumatic
compressed/vibrated mechanically and as per approved design
confirming to IS 15658: 2006 including 35 mm sand layer for level
8 Providing and fixing pre-cast concrete kerb stone of gray cement 272.40 RMT 374.93
based concrete block 30cm length,30cm height and 15cm thick of
M250 grade concret as per approved design and including excavation
for fixing in proper line and level,filling the joint with C
9 Labour charges for repairing of leakage in PVC pipe line of following
diameter at different places including necessary excavation manually
or by mechanize excavation, dewatering, removing of mud, cleaning
of pipe and leakage portion, cutting the pipe line
Total ( B2 ) :-
Schedule-B3 :PROVIDING & LAYING 90 MM DIA PVC PIPE FROM PATEL VAS TO BRAHMANI MATA MANDIR
AT PRANTIJ NAGARPALIKA.
Sr. No. Description Quantity Unit Rate Amount
1 Excavation for pipe line trenches for water supply, sewerage line, 33.60 Cu.M. 427.80
manhole etc. all with shoring and struting if required as per required
gradient and line including safety provisions using site rails and
stacking excavated stuff including up to all required lead cleaning the
site etc. complete for all lifts and strata as specified.
In hard rock and / or in C. C. 1:2:4 or RCC with blasting, breaking,
chiseling, or by chiseling/breaking only. Upto 1.50 mt depth
2 Excavation for pipe line trenches for water supply, sewerage line, 134.40 Cu.M. 102.35
manhole etc. all with shoring and struting if required as per required
gradient and line including safety provisions using site rails and
stacking excavated stuff including up to all required lead cleaning the
site etc. complete for all lifts and strata as specified.
In all sorts of soil and soft murrum
Upto 1.50 mt depth
3 Providing and supplying in standard length ISI mark rigid
unplasticised PVC pipes suitable for potable water with ring fit 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 jointed pipe, 3. Rate for
PVC Resin as Rs. 134700/MT (Exclusive of GST) Test Pressure
90mm dia Pipe 140.00 R.M. 139.00
4 Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and
specials of following class and diameter including cost of conveyance
from stores to site of works including cost of labour, material, cement
solvent, giving satisfactory hydraulic testing as per ISI code.
90mm dia Pipe 140.00 R.M. 21.85
5 Refilling the pipeline trenches incl. ramming, watering, consolidating 134.40 Cu.M. 25.30
desposal of surplus stuff as directed within a radius of 3 km.
6 Manufacture, supply and delivery of cast iron Detachable joints
(Short & long) complete with joint flanges duly drilled, synthetic
rubber sealing rings manufactured from styrene butadine rubber
(SBR) and other required accessories such as nut, bolts etc.
conforming to IS specification 8794-1988 or its latest revision if any
suitable for use with A.C. Pressure pipes. Delivery of joints including
its accessories including loading, unloading, carting, stacking,
insurance, all taxes, octroi etc. complete.
Long Collar Over size Suitable to PVC/HDPE 6 Kg/Cm2
90 MM DIA 2.00 Nos 195.00
7 PVC fittings: Providing and supplying at store or site of work incl.
freight, loading, unloading, stacking, insaurance & all taxes etc.
P. V. C. Couplers 6 Kg/cm2 (Fabricated) 90 mm 25.00 NOS 78.00
P. V. C. Tail Piece with P. V. C. Flange (ISI) Heavy duty (Moulded) 140 2.00 NOS 604.00
P. V. C. Tee (Moulded) 110 mm X 90 mm 3.00 NOS 470.00
P. V. C. Bend 90 Degree (Moulded) Heavy 90 mm 5.00 NOS 318.00
8 Job Work - Connection of new PVC pipe to Existing PVC/HDPE/MS/DI 2.00 Nos 5000.00
pipe including all materials & labour etc.
9 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse 16.80 Cu.M. 3095.25
sand : 6- hand broken stone aggregates 40 mmnominal size) and
curing complete excluding cost of formwork in (A)
Foundation and Plinth
10 Providing and laying cement concrete M250 and curing complete 16.80 Cu.M. 4345.72
excluding the cost of formwork and reinforcement for reinforced
concrete work in ( A ) Foundation, footing, Base of Columns and mass
11 Providing & Laying M,S,Side Rail of road thickness with necessary nut 112.00 Sq.M. 139.38
bolt plates fixing as per width, applying 4.50 kg / Sq.Mt. meatalic
hardner applying plate vibrator,electric or diesel in channel.Comp.
with V.D. system (Trimix) by using the all necessary equipments &
materil & machinery,such as running screed vidrator on prelaid
M.S.channel for levelling vaccum pumps, floating & power trovelling
Total ( B3 ) :-
Total (B1 to B3 ) :-
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1. Invitation Tender Document-354591.pdf
2.SBD-2026 -Tender Document-354591.pdf
3. Volume IB Tender Document-354591.pdf
4. Special condition Tender Document-354591.pdf
5. All GR Tender Document-354591.pdf
Schedual B Tender Document-354591.pdf
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