New Gujarat Pattern 2025-26 Construction of Aanganwadi Building Center at Village Kasvav -1 Ta.Vyara Dist.Tapi.

NAME OF WORK :- Construction of " Aanganwadi Building Center " at Village Kashavav -1, Ta. :-

Vyara Dist. :- Tapi

BILL OF QUANTITY.

Percentage Rate Tender

It. Quantity Unit Amount

No. Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 M depth including sorting out and 40.50 Cum. 153.41

stacking of useful materials and disposing of the excavated stuff upto 50 M

2 Filling available excavated earth (excluding rock in trenches plinth, slides of 28.35 Cum. 133.65

foundations etc. in layers not exceeding 20 cm in depth consolidating each

deposited layer by ramming and watering)

3 Filling in foundation and plinth with murrum or selected soil in layers of 34.22 Cum. 296.29

20cm thickness including watering ramming and consolidating etc. complete

4 Providing and laying cement concrete 1:4:8 ( 1 Cement : 4 coarse sand : 8- 2.70 Cum. 2747.21

hand broken stone aggregates 40mm nominal size) and curring complete

excluding cost of form work in. ( A ) Foudation and plinth

5 Providing and laying cement concrete work M-200 (1- Cement : 1.5- Coarse 8.12 Cum. 4156.51

sand : 3- graded stone aggregates 20 mm nominal size) and curing complete

excluding cost of formwork and reinforcement for reinforced concrete work

in ( A ) Foundations footing base of columns and mass concrete

6 Providing and Laying ordinary cement concrete M-200 (1- Cement 1.5- 1.22 Cum. 11028.20

coarse sand : 3- graded stone aggregates 20 mm nominal size) and finishing

smooth with curing etc. complete including the cost of formwork but

excluding the cost of reinforcement for R.C.C work in Column upto plinth

7 Providing and Laying ordinary cement concrete M-200 (1- Cement 1.5- 2.64 Cum. 8963.84

coarse sand : 3- graded stone aggregates 20 mm nominal size) and finishing

smooth with curing etc. complete including the cost of formwork but

excluding the cost of reinforsement for R.C.C work in (A) BEAMS :(i)

Having cross-sectional area 0.05 to 0.08 Sq.M.

8 Brick work using common burnt clay building brick having crushing 4.57 Cum. 4121.55

strength not less than 35 kg/sq. cm. in foundation and plinth in cement

mortar 1:6 ( 1 Cement: 6 fine sand) (B) Conventional

9 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- 5.50 Cum. 3786.47

graded stone aggregates 20 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

10 Providing TMT Bar FE 415 reinforcement for R.C.C. work including 3248.80 kg 77.29

bending, binding and placing in position complete upto floor two level.

11 Providing and Laying ordinary cement concrete M-200 (1- Cement 1.5- 2.38 Cum. 9469.43

coarse sand : 3- graded stone aggregates 20 mm nominal size) and finishing

smooth with curing etc. complete including the cost of formwork but

excluding the cost of reinforsement for R.C.C work in Column

12 Providing and Laying ordinary cement concrete M-200 (1- Cement 1.5- 2.86 Cum. 8035.64

coarse sand : 3- graded stone aggregates 20 mm nominal size) and finishing

smooth with curing etc. complete including the cost of formwork but

excluding the cost of reinforsement for R.C.C work in Beam

13 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse 0.67 Cum. 9099.37

sand : 4- graded stone aggregates 20 mm nominal size) for R.C.C lintel

including finishing smooth with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement.

14 Providing laying controlled cement concrete 1:2:4 ( 1 Cement : 2 coarse 0.20 Cum. 6674.45

sand : 4 graded stone aggregates 20mm nominal size) for reinforcement

concrete chajjas not exceeding 10cm. Thickness up to floor two level

including finishing the expose surface with cement mortar1:3 ( 1 Cement :

fine sand to give a smooth and curing complate exluding cost of

It. Quantity Unit Amount

No. Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

15 Providing and Laying ordinary cement concrete M-200 (1- Cement 1.5- 5.79 Cum. 8795.25

coarse sand : 3- graded stone aggregates 20 mm nominal size) and finishing

smooth with curing etc. complete including the cost of formwork but

excluding the cost of reinforsement for R.C.C work in Slab

16 Brick work using hydraulically pressed common burnt clay building brick 17.85 Cum. 4403.40

having crushing strength not less than 35 kg/sq. cm. in super structure above

plinth level up to floor two level in cement mortar 1:6 ( 1 Cement: 6 fine

sand) (B) Convention for G.F

17 Provoding and fixing flush door shutters, solid core construction with frame 5.88 Sqmtr 1829.74

of first class hardwood with cross board and face veneer or plywood face

panels, including anodised alluminium 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.

18 Providing and fixing 30mm thick FACTORY MADE SOLID PANEL PVC 3.19 Sqmtr 1146.37

DOOR SHUTTER consisting of frame made out of M.S. tubes of 19 gauge

thickness and size of 19mm x 19mm for stiles and 15mm x 15 mm for top

and bottom rails. M.S. frame shall have a coat of steel primers of approved

make and manufacture, M.S. frame shall be covered with 5 mm thick heat

moulded PVC ‘C’ channel of size 30 x 50 mm forming stiles, and 5mm

thick 75mm wide PVC sheets for top rail, lock rail and bottom rail on either

side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert

for top rail and bottom rail, Panelling of 5 stiles and rails with 30mm wide x

5mm thick PVC sheet beading on eighter side, and joined together with

solvent cement adhesive,. An additional 5mm thick PVC strip of 20mm

width is to be stculk on the interior side of the ‘c’ channel using PVC

solvent cement adhesive etc. complete as per direction of Engineer in

charge, manufacture’s specification and drawing.

19 Providing and fixing in position standerd extruded Aluminium section of 7.02 Sqmtr 1713.70

size 63.50x38.10x1.95mm @ wt. 1.094 kg/Rmt. With color anodized

aliminium frame with 5mm thk. Transperent bronze color tented flot glass

with color anodized aliminium frame for vanitilation with 5 mm thk. frosted

glass as detail etc... complete for window.

20 Providing and fixing in position standerd extruded Aluminium section of 0.36 Sqmtr 1301.83

size 63.50x38.10x1.95mm @ wt. 1.094 kg/Rmt. With color anodized

aliminium frame with 5mm thk. Transperent bronze color tented flot glass

with color anodized aliminium frame for vanitilation with 5 mm thk. frosted

glass as detail etc... complete for window.

21 Providing and fixing M.S. grills of required pattern to wooden frames of 136.00 kg 106.48

windows etc. with M.S. flats at required spacings and frame alround, square

or round bars with round headed bolts and nuts or by screws (A) Plain Grill.

( A ) Plain grill

22 Providing 15mm thick cement plaster in Single coat on brick/conceret wall 139.58 Sqmtr 222.24

for interior plastering finished even and smooth (ii) cement mortar 1:4(1

cement:4 sand) and mala provel finished etc. competle for GF

23 Providing 10mm thick cement plaster in single coat on brick/conceret wall 56.67 Sqmtr 194.20

for interior plasteringupto floor two level and finished even and smooth in

(i) cement mortar 1:3(1 cement:3 sand)

24 20 mm thick sand faced cement plaster with on wall upto all height above 123.73 Sqmtr 337.52

ground level consisting 12 mm thick backing coat of c.m. 1:3 (1 cement :

sand ) and 8 mm thick finishing coat of cm 1:1 (1 cement : 1 sand) etc.

complete.all height etc. complete

25 Providing and laying coloured glazed tiles of the size 300 mm x 200 mm x 8 12.10 Sqmtr 1477.25

mm / 300 mm x 450 mm x 8 mm in skirting, risers of steps and dedo on

mm. thick cement plaster 1:3 (1 cement : 3 coarse sand) & jointed with

white cement slurry.

26 Providing and laying Ceramic tiles 6mm thick in flooring treads of steps and 2.83 Sqmtr 929.39

landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse

sand ) finishing with flush pointing in white cement.

It. Quantity Unit Amount

No. Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

27 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) 48.15 Sqmtr 1059.83

base of cement mortar 1:6 (1 cement: 6 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 light shade

28 Providing laying and jointing in true line and level 40 mm dia. U.P.V.C. 10.00 Rmtr 148.12

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 center to center or shall be concealed as directed including

necessesary fittings etc including testing of pipe and joints and fixing the

same with adhesive solvent including cost of all materials.

29 Providing & laying and jointing in true line and level 25 mm dia UPVC 10.00 Rmtr 91.84

pipe (SCH-40) for cold water including fitting as approved by engineer in

charge. pipe shall be fixed on wall with the help of clamp at every two metre

center to center or shall be conseled as direct including necessesary fitting

etc including testing of pipe and jointes and fixing the same with adhesive

solvent including cost of all matarials .

30 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. 15.00 Rmtr 72.65

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 concelled as directed including necessary fittings

etc. including testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

31 Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 1.00 Nos 971.79

580mm (Earthwork, bed concrete, foot reste and trap to be measured and

paid for separately) (A) Vitreous China.(I) Long pattern = White colour

32 Providing and fixing washbasin with single hole for pillar tap with C.I. or 1.00 Nos 1485.41

M.S. brackets painted white including sutting holes and making good the

same but excluding fittings.(A) Vitreous China:(ii) Flat Back washbasin

mm x v 400mm size. (i) In white colour.

33 Providing and fixing screw down bib taps of following size.(B) Brass 4.00 Nos 186.83

chromium plated screws down Bib Tap. (i) 15mm dia.

34 Providing and fixing cast iron (Spun) Nahni trap of the following nominal 4.00 Nos 635.91

diameter of self cleaning design with C.I. screaed down or higned grating

including cost of cutting and making good the walls and floor 100mm inlet

and 50mm outlet.(C) 100mm dia.

35 Providing and fixing S.W. gully trap with C.I. grating brick masonry 2.00 Nos 1292.19

chamber and water tight C.I. cover with frame of 300mm x 300mm size

(inside) with standard weight.(i) Square mouth traps. (A) 100mm x

100mm size P type. (upto 10 ton)

36 Providing and fixing cast iron spigot and socket soil, waste and ventilating 4.00 Rmtr 741.01

pipes of the following nominal size.(B) 75mm dia.

37 Providing and fixing cast iron spigot and socket soil, waste and ventilating 4.00 Rmtr 892.39

pipes of the following nominal size.(C) 100mm dia.

38 providing and fixing in position cowl vent to pipe (II) 100mm 2.00 Nos 505.17

39 providing and fixing the PVC pipe rain water out let pipe of I.S.I mark 6.00 Rmtr 265.34

approved quility make equivalent to finolex with necessesary bend plug, jali

,clamps, etc. (P.V.C. Pipes 10 kgf / Sq.cm. 110 mm dia.)

40 Distempering with dry distemper with two coat acrylic lapy- putty of 139.58 Sqmtr 93.26

approved brand and manufacture ( Two coats ) and of required shade on

wall surface to give and even shade, over and includung a priming coat of

whiting after toroughly brooming and other foreign matter

41 Distempering with dry distemper of approved brand and manufacture ( Two 56.67 Sqmtr 59.37

coats ) and of required shade on wall surface to give and even shade, over

and includung a priming coat of whiting after toroughly brooming and other

foreign matter on cellings and slopping roofs.

42 Finishing wall with weather proof exterior emulsion paint on wall surface 123.73 Sqmtr 117.40

(two coats) to give an required shape even shade after throughly brushing

surface to remove all dirt and remains of loose powdered materials etc.

It. Quantity Unit Amount

No. Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

43 painting two cosat (including priming coats) on new steel and other metal 11.84 Sqmtr 128.99

surface with enamel paint,brushing interior to give an even shade including

cleaning the surfece of all dirt,dust and other foreign matter.

44 Constructing brick masonary for underground C.I. inspection chamber and 1.00 Nos 3660.76

bends with bricks having crushing strength no less then 35kg/cm2 in c:m

1:5: C.I. cover with frame ( light duty ) 445mm x 610 mm internal

dimensions total weight of cover with frame to be not less than 38 kg ( wt.

or cover 23 kg and wt. of frame 15 kg) R.C.C. top slabe with 1: 2 : 4 mix (

cement : 2 coarse sand : 4 grade stone aggregate 20mm size ) foundation

concrete 1 : 5 : 10 inside plaster 15 mm thick with cement mortar 1 :

finished smooth with a floating conat of neat cement on wall and bed

conceret etc. complete.

( ii ) inside dimensions 500 mm x 700 mm x 450 mm deep for pipeline with

one or two inlets

45 Providing and laying broken chine mosaic flooring for terrace using 57.95 Sqmtr 765.97

12 mm to 20 mm broken pieces of glazed tiles to be laid over cement

mortar 1:3 to plain or slope and to be tempered to bring mortar creme

out upto surface using white cement including rounding off junctions and

extending them upto 15 cm along the wall,clearing with water and oxalic

acid etc. as directed.

46 Constructing a cooking platform 60 cm. width and 70 cm high resting on 3.00 Rmtr 2656.06

B.B.Masonry walls 23 cm.thick in C.M.(1:6) with (ii) Fixing black kadappa

stone 30mm thick laid on precast R.C.C. (1:2:4) slab with plastering on

exposed faces of wall in C.M. (1:4) etc complete.

47 Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white 1.00 Nos 2326.66

including cutting holes in walls and making good the same but excluding

fittings. (C) Vitreous China Sink.(i) 600mm x 450mm x 150mm size

48 Providing and laying polished Kota stone slab flooring over 20mm 4.95 Sqmtr 1015.82

(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or

L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and jointed with grey

cement slurry mixed with pigment to match the shade of slab including

rubbing and polishing etc. complete. (A) 25mm thick

49 Providing and laying chequered precast cement concrete tiles 22mm thick 13.81 Cum. 541.21

with aggegate of sizes upto 6mm in floors, treads of steps and landings on

20mm thick bed of C.M. 1:6 (1-cement : 6-sand) or L.M. 1:1.5 (1-Lime

putty : 1.5 coarse sand) joint with neat cement slurry with pigments to match

the shade of the tiles.

50 Providing erecting and fixing double coated Syntex PVC. (ISI) water tank 1000.00 liter 3.95

of required capacity each with all necessary fittings and connection etc.

complete on terrace.

51 Constg. Khar kuwa 1.5 m. dia x 3.00m. depth with R.C.C. top slab 1:2:4 1.00 Nos 10516.12

mox 1 Cement, 2 cours Sanc, 4 stone agg. 20mm nominal size foundation

concrete 1:4:8 mix 1, cement, 4 Cours sand 8, ston aggrate with Hollow

Brick masonary for arround wall etc. comp.

52 Providing and fixing Machine cut, free edges, Machine polished Marble 16.26 Sqmtr 703.03

slab 18mm to 20mm thick (Single place not more than 150 cm) for Door/

window cill and Jambs cladding as per design including full moulded round

front edge both side and 1cm nosing and laid on 20 mm thick cement mortar

1;6 (1 cement, 6 coarse sand) jointed with grey cement slurry including

rubbing and polishing finishing etc complete.

53 Wall painting of diffrent type of Picture, Alfabet chart, Number chart, Bird 1.00 job 15150.00

and Animal picture, Pyramid and Nandghar logo, Map of Taluka-Dist.,

Vehicle, Scale etc. with oil paint as per instruction by Engineer-In-Charge

and ICDS norms.

It. Quantity Unit Amount

No. Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

54 Providing and Fixing PIN UP BOARD with necessary base fitting as per 0.75 Sqmtr 1010.00

given drawing etc complete.

55 Dimolation for old Struture including stacking of serviceable materilas and 1.00 job 15150.00

disposal of unserviceable materials with all lead and lift as per direction by

Engineer incharge

Rs.Nine Lack Fourty Nine Thousand Five Hundred Seventy Seven and Paise One Nine

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be

written in figures and words) of the estimated rate mentioned above Amount of my / our tender works

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ……. % Above

In words ………………….……………………………. In words ……………

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works directed by

the Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess 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 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 the reisa 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 the contractor Executive Engineer,

Panchayat ( R & B ) Division,