Loading…
Loading…
Tender Value
₹36.4 L
EMD Value
₹36,450
Closing Date
6 Mar 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Chief Officer Deesa Nagarpalika
Construction of Different 4 Work (1) CC Road From Nr. Morubhai Majirana s house Nr. RAY in Nehrunagar Tekra (submit), (2) Storm Water on main road of Gulabani nagar, (3) Construction of Divider from Himalya Char Rasta To Krishnavilla Part-2 and (4) Construction of Divider From Shubham Party Plot To School for Deesa Nagar Palika. Dist. Banaskantha.
280899
60/2025-26
Open
Civil Works - Others
Banaskantha
12 documents required · 11 mandatory · 1 optional
₹1,770
Yes
Chief Officer Deesa Nagar Palika Deesa
₹36,450
Yes
27 Feb 2026
27 Feb 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
Name of Work : Construction of Different 4 Work (1) CC Road From Nr. Morubhai Majirana's house
Nr. RAY in Nehrunagar Tekra (submit), (2) Storm Water on main road of Gulabani nagar, (3)
Construction of Divider from Himalya Char Rasta To Krishnavilla Part-2 & (4) Construction of Divider
From Shubham Party Plot To School for Deesa Nagar Palika. Dist. Banaskantha.
Description Quantity Rate Per Amount
Box cutting the road surface to proper slope and camber for
making a base for road work including removing the excavated
1 stuff and depositing on the road side slope as directed.3KM.lead.(
SOR 2024-25,Item no,26008+3.2.1A(1), Page No 177&248)
Providing and laying cement concrete 1:4:8 (1- Cement : 4-
Coarse sand : 8- crushed stone aggregates 40 mm nominal size)
and curing complete including cost of formwork in (A) Foundation
and Plinth RA 69.00 2773.26 Cumt
Providing and laying in position Ready Mixed M-200 grade
concrete for reinforced cement conctere work , using cement
content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit
mixer for a lead up to 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade for reinforced
cement concrete work including pumping of R.M.C. from transit
mixer to site of laying, excluding the cost of centering shuttering
finishing and reinforcement including cost of admixtures in
recommended proportions as per IS: 9103 to accelerate/ retard
setting of concrete, improve workability without impairing strength
and durability as per direction of the Engineer - in - charge.
Without Fly Ash (Min cement level as per latest IS 456 shall be
maintained) and C.C. Road Including Compaction and finishing
by trimix process including providing Construction Contraction
and expansion joint and filling in joints with bitumen etc.
completed as directed by engineer in charge. RA
Raising Brick Masnoary chamber (Inside dimension 600 mm x
850 mm) as per requirment including removal and re fitting of
4 chamber at proposed road level including all material and labour
charges as per instruction given by in charge enginneer. RA
Providing and supplying standard length ISI mark rigid
unplasticized 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 and transportation freight
charges inspection charges , loading , unloading conveyance to
departmental store and including cost of jointing material etc.
kg/cm2 4) 110 mm (GWSSB SOR 2022-23 item no 3.1.B page no
RCC precast M.H. Frame & Cover Manufacture, supply &
Delivery at 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 Flate, curring mold
work etc. SOR GWSSB 22-23 (Part-1&2 A (Material Sec), 10.4.A-
Demolition including stacking of serviceable materilas and
disposal of unserviceable materials with all lead and lift. (i) R.C.C.
work (SOR 2024-25,Chap-20,Item no,20002, 20.3 Page No 147)
Demolition & Disposal of Unsevicable materials With All lead And
8 lift. upto 3 km (2)Unreinforced Cement Concrete (SOR 2024-
25,Chap-20,Item no,20001B, 20.1 Page No 147) 45.13 623.01 Cumt
Description Quantity Rate Per Amount
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.(A) Loose or soft
Excavation for foundation for depth from 1.5 m to 3.0 m including
sorting out and stacking of useful materials and disposing off the
excavated stuff upto 50 Meter lead.(A) Loose or soft soil(R & B
Providing and laying cement concrete 1:3:6 (1- Cement : 3-
Coarse sand : 6- crushed stone aggregates 20 mm nominal size)
11 and curing complete including cost of formwork in (A)
Wall Caps / Coping(R & B SOR 24-25, Cha-27, 05005A,5.3.14,
Earthwork for embankment including breaking clods, dressing
with all lead and lift and including watering rolling and
consolidation of subgrade in layers at O.M.C. to required dry
density including filling the depression which occur during the
process.(E) From Borrow area within 3.0KM. lead( SOR 2024-
25,Item Code-26004EA-26002a, Page No 177-176) 37.80 164.48 Cumt
Providing and laying cement concrete 1:4:8 (1- Cement : 4-
Coarse sand : 8- crushed stone aggregates 40 mm nominal size)
and curing complete including cost of formwork in (A) Foundation
and Plinth RA 24.00 2773.25 Cumt
Providing and casting in situ ordinary cement concrete 1:1.5:3 (1
Cement :1.5Coarsed Sand : 3 Graded Stone Aggregate 20mm
nominal size ) for C.C. Road Including Compaction and finishing
by trimix process including providing Construction Contraction
and expansion joint and filling in joints with bitumen etc.
completed as directed by engineer in charge. RA 15.37 4884.19 Cumt
Filling available excavated earth (excluding rock) in
trenches. plinth, sides of foundations etc. in layers not
15 exceeding 20 cm. in depth consolidating each disposited
layer by ramming and watering. (R & B SOR 24-25, Cha-4,
Providing and laying controlled cement concrete M.250 and
curing complete excluding the cost of formwork and
16 reinforcement for reinforced concrete work in (B) Walls, from top
of foundation level upto floor two level (R & B SOR 24-25, Cha-5,
(C) Slabs,landing,shelves,Balconies Lintels, Beams, Girders
17 and Cantilever upto floor two level. (R & B SOR 24-25, Cha-5,
Providing formwork of ordinary timber planking so as to give a
rough finish including centering shuttering strutting and propping
etc. Height of propping and centering below supporting floor to
ceiling not exceeding 4 M. and removal of the same for in situ
18 reinforced concrete and plain
concrete work in. (B) Flat surfaces such as soffits of suspended
floor roof slabs Landings and the like. (2) Floors etc. above
200mm in thickness.(R & B SOR 24-25, Cha-9, 09001B1A,9.1,Pg-
(C) Vertical surface such as walls (any thickness) partitions and
19 the like including attached buttresses & string course & the like.
Providing and supplying standard length ISI mark rigid
unplasticized 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 and transportation freight
charges inspection charges, loading , unloading conveyance to
departmental store and including cost of jointing material etc.
kg/cm2 4) 200 mm (GWSSB SOR 2022-23 item no 3.1.B page no
Description Quantity Rate Per Amount
Providing and supplying ISI standard R.C.C pipes (of sulphate
resisting cement ) in standard lengths of following classs and
diameter suitable for either collar joints or rubber ring joints
including all taxes,insurance,transportation,freight charges,
octrol,inspectioncharges,loading,unloading,conveyanceto
21 departmental stores,staking etc. one collar should be supplied
with each full length plain ended RCC pipe , cost included in rates
below. one rubber ring should be supplied wieh full length
sockedted pipe,cost included in rates.class NP-3 test pressurre
0.7 kg/sq.cm,450 mm Gwssb sor 22-23,item no.-10,10.1.D, pg.
Lowering ,laying and jointing R.C.C pipes in C. M. 1:1 1/2 of
following diameters in proper position, grade and alignment at all
level as directed by Engineer-in-charges including conveyance
from stores to site of work,labour,giving haydraulic testing as per
isis code clss NP2,NP3,NP4 PIPE dia. 450 mm Gwssb sor 22-23
providing and constructing sewer maholes and unit house
connection chamber,as per the design in brick masonary in c:m
1:5 and inside and outside 20mm thick plastering in c:m 1:3
necessary 100 mm coping with reinforcement in R.C.C.M200
fixing C.I steps and fixing manhole covers (but excluding
supplying of manhole frame and covers)over manholes and
house connection chambers and fixing manhole covers(but
excluding supplying of manhole covers over scraper manhole
23 etc.complete.providing and fixing safety chain wherever
necessary as per the stipulations in the design complete as per
latest CPHEEO manual(excl. excavation).a)Manhole type 'A'
circular type having inside diameter of 1200mm for depth upto1.5
m depth(for 150mm to 500mm dia. sewer)1. Manhole type"A" as
above but upto 1.0M depth 2. extra depth beyond 1.0M but upto
1.5 Mdepth for"A" type manhole above.GWSSB
SECTION:2.D,item no.-2 (a)(1)(2)
RCC precast M.H. Frame & Cover Manufacture, supply &
Delivery at 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 Flate, curring mold
work etc. SOR GWSSB 22-23 (Part-1&2 A (Material Sec), 10.4.A-
Providing and fixing at site of work M.S iron frame and cover with
Rly. freight ,loading,unloading,carting & all taxes etc. comp. as
25 directed including paints etc.comp.channels,angles,iron rails
etc.Gwssb sor 22-23,item no.-22 ,pg. no.-31
(Fixing M.S section)Labour charges for lowering
laying,erecting,fixing,various size of M.S section such as joints
channel,angles platesetc.complete Gwssb sor 22-23,item no.-
Providing and fixing in position Fe 500/500D TMT for R.C.C.
bored piles as per detailed drawing, including cutting, bending
27 hooking tying and welding complete and including forming the
cage and lowering it in position.(R & B SOR 24-25, Cha-5,
Description Quantity Rate Per Amount
Pre cast concrete kerbstone Providing and fixing 2.5Mpa Grade
of concrete precast exposed pimple texture finish kerb stones of
steel mould Vaccum wet pressed machine approved make as per
approved sample of any size and any type. Kerbs shall be fixed
on the 100mm thk M15 PCC foundation prepared as per
approved design. The rate shall also include for erecting and
fixing the pieces in position, cutting if required, for complete kerb
system with Half Batter /Bullnose/ square Profile type of kerbs
including necessary accessories of kerb like radius kerb, angles
and quadrant kerbs, droplet kerbs etc. complete as per drawing.
Kerb shall be fixed as paper joint without any jointing material.
However cement mortar shall be provided at the backside of kerb
stone joint. (Sample must be approved) Cost of excavation, base
PCC, side filling shall be paid including item as directed engineer -
incharge. (b) HB/BN/SQ 600x450x150mm. (M.R)
Supplying and stacking of good earth at site including royalty and
carriage upto 5 km lead complete (earth measured in stacks will
be reduced by20% for payment).Horiculture s.o.r pg.no.-225,2.2
Flexible Median Marker : Providing and Fixing of Flexible Median
Marker that are made of tough, high impact resistant, injection-
molded, thermoplastic body with property of flexibility to provide
high durability. The dimension of Flexible Median Marker should
not exceed 18.4 cm in height(including shank height),12.5 Cm in
width. ,0.65 cm in thickness and shank depth shall be 3.4 cm The
body structure shall be rounded at all its corners and edges. The
plastic used for molding the Flexible Median Marker should
survive impact load of 5kg continuously for 750 times at room
temperature. The logo of the manufacturer shall be embossed on
either side of the body in the injection molding process. The
Median Marker shall have flame like shaped body with,
fluorescent yellow color retro-reflective sheeting of size not less
than 90 Cm square, with fully reflective micro prismatic cube
corners as its retro-reflective elements as per IRC 67 2012 and
ASTM D4956-09 type XI specifications reflectivity values. The
retroreflective sheeting shall be one or both sides of the Flexible
Median Marker and shall be edge protected with no exposed
edges which will prevent edge lifting, vandalism, sheeting
damage, etc. The Flexible Median Marker shall be fixed by a
combination of epoxy adhesive and grouting as recommended by
manufacturer and Engineer in charge.(SOR 2024-25,Chap-
26,Item no,26093A, 20.1 Page No 221)
Informatory Signs :-Providing and fixing sing boards made out of
2mm aluminium sheet; size 80 x 60cms. rectangle as per the
design of IRC-67-1977 pre treated with phospheting process &
acid teching; coated with one coat of epoxyprimer and two coats
of best qualityepoxy paint; reflectorised with retro refiective
sheeting as per latest M.O.S.T. Specifications; 3.1m long stand
postand frame fabricated from suitable sizeiron angle of 35 x 35 x
3mm75x75x6mm as required; painted with best qualityepoxy
coatings in black and whitebends. the details of symbol for
eachboard shall details of symbol for eachboard shall be as per
the instruction ofengineer in charge. The fixing at site shall be in
1:2:4 CC block of size 45 x45 x 60cms. for each leg. including
excavation curing tec. complete under the supervision of
engineer in charge.(A) Engineer Grade(VR)...(SOR 2024-
25,Chap-26,Item no,26164, 20.1 Page No 189)
Description Quantity Rate Per Amount
Cautionary Warning Sign :-Providing and fixing sign boards made
out of 2mm aluminium sheet / 4mm ACP (Aluminum composite
Panel); size 90 x 90 x 90 cms. equilateral triangle as per design
of IRC-67-2012. Pre treated with phospheting process & acid
etching; coated with one coat of epoxy primer and two coats of
best quality epoxy paint ;reflectorised with Micro Prismatic Grade
retro refiectivesheeting of Type-11 as per ASTM D-4956 and
latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x
6mm / 65NB Circular MS Pipe as required and frame fabricated
from suitable size iron angle of 35 x 35 x 3mm; painted with
bestquality epoxy coatings in black and white bends. The details
of symbol foreach board shall be as per theinstruction of engineer
in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x
45 x 60 Cms. for each leg.including excavation, curing
etc.complete under the supervision of engineer in charge. A
warranty for 10 years for the Retro reflective sheeting from
original manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for the product
offered shall be submitted by contractor. (A) Class-C Type-11
Retro Reflective sheeting.(SOR 2024-25,Chap-26,Item
no,26092C, 20.1 Page No 189)
Total Amount Rs.
Total Amount Rs.
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
Tender Document.pdf
Schedule B.pdf
SBD.pdf
Download all tender documents and submit your bid