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Tender Value
₹24.6 L
EMD Value
₹24,600
Closing Date
12 Jun 2026, 6:00 pm7d left
The Chief Officer, Ode Municipality, Ode
BID DOCUMENTS FOR CONSTRUCTION WORK OF C.C. ROAD, DRAINAGE LINE, DRAIN SLAB AND TOILET BLOCK IN VARIOUS AREA AT ODE NAGARPALIKA UNDER: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA YEAR: 2025-26 (SCSP).
309389
SJMMSVY/2025-26(SCSP)
Open
Civil Works
Anand
14 documents required · 14 mandatory
₹1,062
The Chief Officer, Ode Municipality, Ode
₹24,600
28 May 2026
28 May 2026
28 May 2026
12 Jun 2026
28 May 2026
Total Amount Rs.
Note : 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 Chief Officer
Ode Nagarpalika
SECTION-7 BILL OF QUANTITIES-274
ODE MUNICIPALITY, ODE
NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK OF C. C. ROAD
FROM MELDI MATA MANDIR TO JAGDISHBHAI VASAVA HOUSE INDIRA NAGRI AREA WARD No.3 AT ODE
Qty. Description Unit Amount
1 88.50 Demolition and disposal of unserviceable materials with all
Cmt. lead and lift.(i) Lime concrete.
2 66.50 Providing and laying cement concrete (1:4:8) (1 Cement,
Cmt. Coarse sand, 8 Crushed stone agreegate 40 mm nominal)
and curing complete excluding cost of formwork in
foundation and plinth. 2905.71 Cmt.
3 111.00 Providing and laying cement concrete work M200 and curing
Cmt. complete excludng the cost of form work an reinforcement of
reinforced concrete work.
4 885.00 Labour charges for concreting with vacume dewatering
Smt. Technique (Trimix or equivalent type) including loading,
unloading, carting, companing complete with "C" channelas
as per requirement and labour charges on directed by
Engineer-in-charge.
5 22.50 Supplying and Fixing of pre-moulded bituminous joint filler. (i)
Smt. 12mm thick as directed by Engineer-in-charge.
6 4.00 Renovation of manhole by increasing the height at top
Nos. including cost of excavation, refitting of C. I. manhole frame
and cover curing etc. complete incl. all carting and providing
of materials which is required for the purpose (except
manhole frame and cover) For all type manhole by providing
RCC 1:2:4 Partition walls with required reinforcement 25 cm
thick and circular opening with 500mm clear dia and 0.40 mt.
Add :- 18% of GST, Rs.
SBD SECTION-7 BILL OF QUANTITIES-275
Add :- 1% of Quality Controll, Rs.
Add :- 2% of Contingency Charges, Rs.
SBD SECTION-7 BILL OF QUANTITIES-276
ODE MUNICIPALITY, ODE
ESTIMATE FOR PROPOSED DRAINAGE LINE FROM VAV TO CHAMAR KUND WARD No.6 AT ODE
Sr. No. Item Description Unit Quantity Total Rate Amount (in
(in Rupees) Rupees)
A Proposed Sewer collection Network
1 Providing and supplying ISI Standard R.C.C. pipes(of Sulphate
Resisting Cement) in standard lengths of following class and diameter
suitable for either collar joints or rubber ring joints including all taxes,
insurance, transportation,freight charges, octroi, inspection charges,
loading, unloading, conveyance to departmental stores, stacking etc.
Note : One collar should be supplied with each full length plain ended
RCC pipe, cost included in rates below. Onerubber ring should be
supplied with each full length socketed pipe, cost included in rates
2 Lowering, laying and jointing R.C.C. pipes in C.M 1:1 1/2of following
in proper position ,grade and alignment as directed by Engineer in
charge including conveyence from stores to site work, labour,giving
hydraulic testing as per ISI code etc complete.
3 Excavation for pipe line trenches for water supply, sewerage line,
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.
3.1 Excavation from 0.0 Mt To 1.50 Mt Depth M³ 577.50 102.35
4 Refilling the pipe line trenches incl. ramming, watering, consolidating
disposal of surplus stuffetc., complete with all lead and lift as directed
within a radius of 3 km Refilling as directed by the engineer.
5 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 Flat, curring mold work etc.
5.1 Frame suitable for 50 cm opening of MH No. 12.00 1121.00
5.2 Cover suitable for 50 cm opening of MH No. 12.00 1173.00
SBD SECTION-7 BILL OF QUANTITIES-276
6 Providing and constructing Sewer manholes, scraper manholes and
unit house connection chamber, as per the type design in brick
masonry 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.M.200
fixing C. I. steps and fixing manhole frame and covers (But excluding
supply of manhole frame and covers) over manholes and
houseconnection chambers and fixing Manhole covers (but excluding
supplying of manhole covers) over scraper manhole etc. complete,
providing and fixing safety chain wherever necessary as per the
stipulations in the type design complete as per latest CPHEEO
manual.(excl. excavation).
6.1 Manhole type "A" Circular type having inside diameter of 1200 mm for
depth upto 1.5 m depth (for 150 mm to 500 mm dia sewer)
6.1.1 Manhole type "A" as above but upto 1.0 M depth. No. 12.00 14005.85
6.2 Extra depth beyond 1.0 M but upto 1.5 M depth for "A" type manhole
7 Excavation for Sewer Collecting System and sewer manholes including
all safety provision using site rails and removing and spreading the
excavated stuffs directed with lead upto 90 M including cost of
Dewatering of Soak Pits coming across the lines passing line through
soak pits and reparing of the same including restoration the
infrastructure facilities like water pipe line,gas pipe line, electricity,
telephone cables etc.
7.1 Upto1.50m depth M³ 155.58 102.35
8 Dewatering by pumping set of required capacity including temporary
platform carting pumping at site and fixing the same in position
including all accessories, and fuel and labour etc. complete.
10 HP pump * 10 Hrs Per Day*30=3000 HPhrs HP/HR 3000.00 21.07
Add :- 18% of GST, Rs.
Add :- 1% of Quality Controll, Rs.
Add :- 2% of Contingency Charges, Rs.
SBD SECTION-7 BILL OF QUANTITIES-277
ODE MUNICIPALITY, ODE
NAME OF WORK :- ESTIMATE FOR RECONSTRUCTION WORK OF TOP SLAB ON EXISTING DRAIN
NEAR HARIJANVAS OPP. BUS STAND KUMAR SHALA AT ODE
Qty. Description Total Rate Unit Amount
1 6.00 Demolition and disposal of unserviceable materials with all
Cmt. lead and lift.(i) Lime concrete.
2 Providing & laying controlled cement concrete M 200 and
curing complete excluding the cost of formwork and
reinforcement of reinforced concrete work in
a. 1.50 RCC Beam 4577.29 Cmt.
b. 9.00 RCC Top Slab 4577.29 Cmt.
3 1100.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work
Kgs. including bending, binding and placing in position complete
upto floor two level. 77.29 Kg.
4 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 reinforced concrete and plain concrete
work in. (C) Vertical surface such as walls (any thickness)
partitions and the like including attached buttresses & string
course & the like.
a. 4.50 For Beams 243.86 Smt.
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 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.
b. 33.00 For Slab 287.29 Smt.
SBD SECTION-7 BILL OF QUANTITIES-278
6 2.50 Steel Work riveted, in built up sections, framed work
Qtl. including cutting, hoisting fixing in position and applying a
priming coat of read lead paint.(A) In beams and joists,
channels, angles, tees,flats with connecting plates or angle
cleats as in main and cross beams, hip and jack rafters,
purlins conneted to common rafters and the like. 5889.50 Qtl.
Add :- 18% of GST, Rs.
Add :- 1% of Quality Controll, Rs.
Add :- 2% of Contingency Charges, Rs.
SBD SECTION-7 BILL OF QUANTITIES-279
ODE MUNICIPALITY, ODE
NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK OF TOILET BLOCK NEAR BAHERA SMASHAN
IN WARD NO-2 AT ODE.
Item Qty. Description Total Unit Amount
1 21.80 Excavation for base footings upto depth 1.5 m. including sorting
Cmt. out and disposing of the excavated material upto 50 m lead
(loose or soft soil)
2 3.90 Excavation for base footings upto depth 1.5 m. including sorting
Cmt. out and disposing of the excavated material upto 50 m lead
(loose or soft soil)
3 20.90 Filling available excavated earth (excluding rock) in trenches.
Cmt. plinth, sides of foundations etc. in layers not exceeding 20 cm. in
depth consolidating each disposited layer by ramming and
4 8.50 Filling in foundation and plinth with murrum or selected soil in
Cmt. layers of 20cm thickness including watering, ramming and
consolidating etc. complete.
5 8.10 Carrying out plinth treatment to post construction/existing
Smt. structure by spraying chemical solution for termite control
treatment including labour and material consistment with I.S.I
specification. Using Chlordene and chiorpurfiles 20 EC. As per
6131_paret-II consteration weight one percent is recommended
i.e. one litre 20 EC chemical emulsion with 19 liter give 1%
concrentration inclusive of one litre chemical emulsion
application at the rate of 5 litre chemical/sqm of surface as
recommended as per I.S. 124.35 Smt.
6 11.20 Providing and laying cement concrete (1:4:8) (1 Cement,
Cmt. Coarse sand, 8 Crushed stone agreegate 40 mm nominal) and
curing complete excluding cost of formwork in foundation and
SBD SECTION-7 BILL OF QUANTITIES-280
7 Providing and laying controlled cement concrete M-200 and
curing complete including the cost of formwork and excluding
the cost of reinforcement of reinforced concrete work in
a 3.78 -- do -- for Col footing 4623.28 Cmt.
b 1.28 -- do -- for Col up to PL 7839.62 Cmt.
c 1.10 -- do -- for Ground Beam 5947.89 Cmt.
d 0.80 -- do -- for Plinth Beam 5947.89 Cmt.
e 0.40 -- do -- for Coping 5203.52 Cmt.
f 0.50 -- do -- for R.C.C. Lintel 6941.73 Cmt.
g 0.40 -- do -- for Chhajja 6941.73 Cmt.
h 1.00 -- do -- for Col 8892.04 Cmt.
i 1.30 -- do -- for Beam 6534.70 Cmt.
j 2.40 -- do -- for R.C.C. Slab 6606.41 Cmt.
1274.50 Providing T.M.T. Bar Fe 500 / 500-D reinforcement for
Kgs. R.C.C.work including bending, binding and placing in position
complete upto floor two level.(upto 10 ton) 77.29 Kg.
9 1.90 Brick work using common burnt building bricks having crushing
Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground
Floor in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints
curring etc. complete directed by Engineer-in-charge.
10 8.10 Brick work using common burnt building bricks having crushing
Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground
Floor in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints
curring etc. complete directed by Engineer-in-charge.
SBD SECTION-7 BILL OF QUANTITIES-281
11 16.00 (i) Half brick masonry in common brunt clay building bricks
Smt. having crushing strength not less than 35 kg/sq. cm. in cement
mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
(B) Conventional (upto 10 ton) 674.48 Smt.
12 1.90 Providing and fixing flush door shutters, soild core construction
Smt. with frame of first class hardwood with crossboard and face
veneer or plywood face panels, including anodised aluminium
butt hinges with necessary screws. (B) Non-decorative type and
block board core anodised alluminium butt hinges in flush door
shutters. (2) 35 mm thick.
13 7.10 Providing and fixing FRP frame size 125 x 65 mm and 35 mm
Smt. thick FRP shutter with wood grain raised panneled design finish
shutter having extra reinforcement on side & edges in Gel coat
finish. The core of the shutter & frame is to be filed up with
injected polyurethene foam done in situ alongwith embedded
wooden pieces for stiffening & also taking hinges & fintures. The
whole FRP frame & Shutter is to be water proof weather proof,
termite proof & resistance to mild acid/alkhli. Rates are to be
inclusive of S.S.hinges with fastener Sleeve & alluminium fixtures
& fastenings. 2019.98 Smt.
14 1.80 Providing and fixing glazed louverd glass windows and
Smt. ventilators with teakwood frame 10cm x 7cm size including the
cost of oil painting to wood work etc. complete.(A)C.M 1:3
15 74.00 Providing and fixing M. S. grills of requried pattern to wooden
Kgs. frames of window etc. with M. S. flats at requried spacings and
frame alround square or round bars with round headed bolts
and nuts or by screws. (B) Plain Grills
16 78.50 Providing 15 mm. thick cement plaster in single coat on Rough
Smt. (similar) side of single or half brick walls for interior plastering
upto floor two level and finished even and smooth in. (II) cement
mortar 1 : 4 (1 cement : 4 sand) Extra over item 58 to 64 for
finishing with a floating coat of neat cement slurry. (upto 10 ton)
SBD SECTION-7 BILL OF QUANTITIES-282
17 19.40 Providing 10 mm. thick cement plaster in single coat on
Smt. brick/concrete walls for interior plastering up to floor two level
and finished even and smooth in. (II) cement mortar 1 : 4 (1
cement:4 sand) Extra over item 58 to 64 for finishing with a
floating coat of neat cement slurry. (upto 10 ton) Extra over
items 58 to 71 for plastering on cellings and sofits of stairs upto
floor two level instead of plastering on walls.
18 51.90 Providing and Laying 20 mm thick sand face cement plaster on
Smt. Walls upto height of 10 mts. Above ground level consisting of
12mm thicjk backing coat of C.M 1:3 (1 Cement, 3 Sand ) and
mm thick finishing coat of C.M 1:1 (1 Cement, 1 Sand) etc.
complete. 352.44 Smt.
19 97.90 Distempering (Three Coat) with oil bound washable distemper
Smt. of approved brand and manufacture and of required shade on
wall surfaces to give and even shade over and including a primer
coat with alkali resistance primer of approved brand after
throughly brushing the surface to give and even shade free from
foreign matter and also including preparing the surface even and
smooth. 104.07 Smt.
20 51.90 Finishing wall with Weather Proof Acrylic Emulsion Exterior
Smt. Paint on wall surface (three coat) to give and even shade and of
approved brand and manufacture including throughly brooming
and brushing the surface to remove all dirts, and remians of
loose powdered material.
21 8.40 Providing & Laying 24 "x 24" vitrified 8 mm thick tile flooring
Smt. over 20 mm ( average) base of cement mortar 1:6 (1: cement :
coarse sand ) on new surface or fixing on existing flooring by
adhesive material including dismentaling of existing flooring and
jointed with color cement slurry including finised with flush
pointing & cleaning the surface etc. complete for antiskit . (upto
22 5.80 Providing and laying white glazed tiles 6mm thick in flooring,
Smt treads of steps and landing laid on a bed of 12mm thick cement
mortar 1:3 (1 Cement : 3 Coarse Sand) finished with flush
pointing in white cement. 953.74 Smt.
23 39.80 Providing and laying white glazed tiles 6mm thick in skitring
Smt. risers of steps and dado on 10mm thick cement plaster 1:3 (1
cement : 3 coarse sand) and pointing in white cement jointed
with white cement slurry. 985.47 Smt.
SBD SECTION-7 BILL OF QUANTITIES-283
23.1 10.20 Providing and laying polished Granite tiles 18 mm thick in risers
Smt. of steps, skirting Dedo and pillars laid on 10 mm thick cement
mortar 1 : 3 (1 cement : 3 course sand) and jointed with gray
cement slurry mixed with pigment to match the shade of slab
including rubbing, polishing, Moulding etc. complete. For Doors
& Windows Edges. 1633.17 Smt.
24 12.30 Providing and laying broken china mosaic flooring for terrace
Smt. using 12mm to 20mm broken pieces of glazed tiles to be laid
over cement mortar 1:3 to plain or slope and to be tempered to
bring mortar crème out upto surface using white cement
including rounding off junctions and extending them upto 15cm
along the wall, clearing with water and oxalic acid. etc. as
directed. 779.70 Smt.
25 6.00 Providing, Supplying, Lowering and Laying in standard length ISI
Rmt. 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 material etc. complete.75 MM
26 2.00 Providing and fixing wash down water closet European type
Nos. W.C. Pan with integral "P" or "S" trap and PVC flushing cistern
with a pair of C.L.I. or Mild Steel Brackets, complete with fittings
such as lead value siphon, 15mm nominal size brass ball value
with polythene float, C.P. Brass handle unions and couplings for
connections with inlet, outlet and over flow pipes, 40 mm dia
flush bend including cutting holes in walls and making good the
same connecting the flush bend with cistern and closet etc.
comp. incl plastic sheet cover including jointing trap with pipe in
C.M. 1:1 ( Cement : 1 fine sand) (a) Viterous China - (i) In White
27 2.00 Providing and fixing G.I. Inlet Connection for flush pipe with W.C.
Nos. Pan. 26.72 Nos.
28 0.00 Providing and fixing 430mm x 260mm x 350mm size white
Nos. earthen ware flat back or corner type urinal of approved quality
including. Connections the urinal with waste pipe, stop tap etc.
SBD SECTION-7 BILL OF QUANTITIES-284
29 7.00 Providing and fixing screw down bib tap of following size (A)
Nos. Brass screw bib tap polished bright - 15mm
30 2.00 Providing and fixing gun metal chek or non return fullway wheel
Nos. valve. (A) 15 mm Dia. 186.83 Nos.
31 5.00 Providing and fixing 100 mm dia sand cast iron grating for gully,
Nos. floor or nanhi trap. 36.98 Nos.
32 5.00 Providing and fixing Cast Iron (Spun nahni trap of the 100mm.
Nos. Inlet and 50mm. Dia outlet having self cleaning design with C. I.
Screwed down or hinged grating and stainless steel jali at F.F.I.
Including cost of making cuts in walls slab floor etc. and making
them as per original testing etc. complete as directed by
Engineer-in-charge. 634.71 Nos.
33 5.00 Providing and fixing S.W. gully trap with C.I. grating brick
Nos. masonry chamber and water tight C.I. cover with frame of
300mm x 300mm size (inside) with standard weight.(i) Square
mouth traps.(B) 150mm x 100mm size P or R type
34 2.00 Providing, laying and constructing brick masonry chamber for
Nos. underground C. I. Inspection Chamber and bends with bricks
having crushing strength not less than 35Kg./Cm2 on C. M. (1:5)
(1 cement, 5 Sand) C. I. Cover with frame (light duty) of 455mm
x 610mm internal dimension total weight of cover with frame to
be not less than 38.00 Kgs. (Wt. of Cover 38 Kgs. and wt. of
Frame 15 Kgs.) with R.C.C. top slab with 1:2:4 (1 cement,
Coarse sand, 4 graded stone (Kapachi) ) foundation concrete
1:5:10 (1 cement, 5 Coarse sand, 10 brick bats of 40mm nominal
size) inside plaster 15mm. thick with C. M. 1:3 (1 cement,
Coarse sand) finished smooth with a floating coat of neat cement
slurry on walls and bed concrete including curing etc. complete
as directed by Engineer-in-charge.
Inside dimensions 455mmx 610mm and 450mm deep for single
pipe line. 2932.93 Nos.
35 25.00 Providing laying and jointing in true line and level 25mm dia.
Rmt. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as
approved by Engineer In Charge. Pipe shall be fixed on the wall
with the help of clamp at every two metre C/C or shall be
concealed as directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with adhesive
solvent, including cost of all materials. 91.84 Rmt.
SBD SECTION-7 BILL OF QUANTITIES-285
36 35.00 Providing, laying and jointing in true line and level 15 mm dia
Rmt. U.P.V.C. Pipe (SCH-40) for cold water including fittings make as
Prince/ supreme/astral/finolex or equivalent as approved by
Engineer In Charge. Pipe shall be fixed on the wall with the help
of clamp at every two meter c/c. or shall be concealed as
directed including necessary fittings etc. including testing of pipe
and joints and fixing the same with adhesive solvent, including
cost of all materials.
37 20.00 Providing and fixing to wall ceiling and floor10.0 kgf/cm2
Rmt. working pressure poluthene pipes of the following outside dia.
low density, complete with special falnge compression type
fittings, wall clips etc. including making good the wall celling
and floor.(75mm) 280.23 Rmt.
38 500.00 Providing erecting and fixing double coated syntex PVC ISI or
Ltr. equivalent PVC (ISI) mark water tank of required capecity each
with all necessary fittings & connection etc. complete on terrace
39 1.00 Providing and fixing white viterous china flat back wash basin of
Nos. 550mm x 400mm size with single hole for pillar tape with C.I. or
M.S. brackets painted white including cutting holes and making
good the same. Rates including providing and fixing 32mm dia
C.P. Brass waste couplin, 32mm dia M.I. Fisher unit, Brass screw
down stop tap of 15mm dia pillar tap capstan head, screw down
high pressure with screws, shanks, back nuts, PVC pipe & 32mm
dia flexible waste pipe up to Nani Trap etc. complete as directed
by engineer in charge.
Add :- 5% for Electrification, Rs.
Add :- 18% of GST, Rs.
Add :- 1% of Quality Controll, Rs.
Add :- 2% of Contingency Charges, Rs.
SBD SECTION-7 BILL OF QUANTITIES-286
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