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).

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