New Gujarat Petturn 2025-26 Construction of New Anganwadi Building at Mindhabari -2 Tal. Vansda, Dist. Navsari.

It. Rate In

Specification and reference to book of Quantity Unit Amount

No. Figures

specifications)

1 Excavation for foundation upto 1.5 M depth 33.30 Cum. 120.01

including sorting out and stacking of useful

materials and disposing of the excavated stuff

upto 50 M lead (A) Loose or Soft Soil

2 Excavation for foundation for depth from 1.5 21.00 Cum. 133.05

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

3 Filling in plinth with sand under floors 9.30 Cum. 471.69

including watering ramming, consolidating

and dressing complete

4 Filling available excavated earth (excluding 44.30 Cum. 133.65

rock in trenches plinth, slides of foundations

etc. in layers not exceeding 20 cm in depth

consolidating each deposited layer by

ramming and watering)

5 Filling in foundation and plinth with murrum or 20.20 Cum. 296.29

including watering ramming and consolidating

etc. complete

6 Providing and laying cement concrete 1:3:6 (1- 3.80 Cum. 3060.65

Cement : 3- Coarse sand : 6- Graded brick

bat aggregate 40mm normal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

7 Providing and laying cement concrete 1:1.5:3 5.00 Cum. 4764.17

(M-200) and curing complete including the

cost of form work but excluding cost of

reinforcement for reinforced concrete work in

Foundations, footings bases of columns and

the like and Mass concrete for Footing

8 Providing and laying cement concrete 1:1.5:3 1.90 Cum. 9574.80

(M-200) and curing complete including the

cost of form work but excluding cost of

reinforcement for reinforced concrete work in

Foundations, footings bases of columns and

the like and Mass concrete for below plinth

9 Providing and laying cement concrete 1:1.5:3 4.10 Cum. 6213.52

(M-200) and curing complete including the

cost of form work but excluding cost of

reinforcement for reinforced concrete work

for Ground Beam.

10 Brick work using common burnt clay building 3.70 Cum. 4121.55

brick having crushing strength not less than

35 kg/sq. cm. in foundation and plinth in

cement mortar 1:6 ( 1 Cement: 6 fine sand)

(B) Convention

11 Providing and laying Cement Concrete 1:1.5:3 5.40 Cum. 4649.03

(M 200) and curing complete Including the

cost of formwork But Excluding the cost of

reinforcement for reinforced concrete work in

R.C.C. Plinth Slab.

12 Providing and laying cement concrete 1:1.5:3 2.40 Cum. 9767.71

(M 200) and curing complete including the

cost of form work but excluding cost of

reinforcement for reinforced concrete work

for Column in Goround Floor

13 Providing laying cement concrete 1:1.5:3 (M 0.40 Cum. 9808.10

200) and curing complete including the cost of

formwork but cost of form work but excluding

the cost of reinforcement of reinforced

concrete work in (C) Beams, Girders and

Cantileve for Ground Floor

14 Providing laying cement concrete 1:1.5:3 (M 3.70 Cum. 6904.36

200) and curing complete including the cost of

formwork but cost of form work but excluding

the cost of reinforcement of reinforced

concrete work in (C) Beams, Girders and

Cantileve for Ground Floor

15 Providing and laying cement concrete 1:1.5:3 0.50 Cum. 8596.12

(M 200) and curing complete including the

cost of form work and excluding the cost of

reinforcement for reinforced concrete work in

(c) Lintel in Ground Floor

16 Providing and laying cement concrete 1:1.5:3 0.20 Cum. 10379.75

(M 200) and curing complete including the

cost of form work and excluding the cost of

reinforcement for reinforced concrete work in

(c) Chajja in Ground Floor

17 Providing and laying cement concrete 1:1.5:3 5.20 Cum. 9520.29

(M 200) and curing complete including the

cost of form work but excluding cost of

reinforcement for reinforced concrete work for

Slab in Ground Floor

18 Providng TMT bars renforcement of FE 500 / 2702.00 Kg. 77.29

500D for R.C.C. work including bending

binding and placing in position complete for

all floor.

19 Brick work using hydraulically pressed 15.50 Cum. 4403.40

common burnt clay building brick 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:

fine sand) (B) Convention for G.F

20 Half brick masonary in hydraulically pressed 18.70 Sqmt 734.29

common burnt clay building bricks having

crushing strenght not less than less than

kg/sq. cm. in cement Mortar 1:3 ( 1 Cement :

3 coarse sand) in superstructure above plinth

level up to floor two level Conventional (GF)

21 Half brick masonary in hydraulically pressed 12.80 Sqmt 740.44

common burnt clay building bricks having

crushing strenght not less than less than

kg/sq. cm. in cement Mortar 1:3 ( 1 Cement :

3 coarse sand) with 2 nos of 6mm mild steel

round bars after every three course

embedded in cement mortar in superstructure

above plinth level up to floor two level

Conventional (FF)

22 Providing and laying Machine cut, Free 2.60 Sqmt 2249.88

edges, Machine polished Granite stone slab

18 mm thick Single Piece For doors and

Windows Cill and Jambs Cladding as per

design including Full moulded Round front

edge and 1 cm nosing and laid on 20 mm

thick cement mortar 1:6 (1 cement : 6 coarse

sand) and jointed with gray cement slurry

including rubbing and polishing etc. complete

(As per R.A.)

23 Providing and fixing 35 mm thick shutters for 7.50 Sqmt 5338.30

Doors, windows and clerestory windows

including Indian teak wood frames 10 cm x

cm. size including black enamelled iron

oxidixed fixtures and fastenings including

primer coat of approved quality and two coats

of oil painting etc, complete. (ii) Fully

24 Providing and fixing standared extruded of 1.10 Sqmt 1175.56

alluminium section of size 63mm x 38.10mm

x 1.2mm (Jindal Section :2434, @ Wt.

Kg/mt) with colour Powder Coated

alluminium frame for ventilation with 5 mm

thick frosted glass as details etc complete for

Ventilation

25 Providing 15mm thick cement plaster in single 238.50 Sqmt 225.50

coat on Rough (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) and

Extra add for finishing with a floating coat of

neat cement slurry with all lead and lift.

26 Providing 20 mm thick double coat mala 128.00 Sqmt 279.29

cement plaster on brick / concrete work for

plastering comprising of base coat of 12 mm

thick cement plaster in cement mortar (1

Cement : 4 coarse sand) in rough finishing

and 8 mm thick top coat of cement mortar 1:2

(1 Cement : 2 Coarse sand) finished with

trovel including scaffolding curing etc.

27 P & L 24" x 24" vitrified 8 mm thick tile flooring 45.10 Sqmt 1053.32

over 20 mm (average) 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 DARK

28 Providing and laying Ceramic tiles 6mm thick 10.53 Sqmt 997.88

(vitrified 8 mm thick tile) in skrting risers of

steps and dedo on 10mm thick cement plaster

1:3 (1-cement : 3-coarse sand) and jointed

with white cement slurry

29 Providing and laying polished kota stone slab 4.00 Sqmt 1089.18

25mm thick in risers of steps,skirting Dedo

and pillars laid on 10mm thick cement mortar

1:3 (1-Cement : 3 coarse sand) and jointed

with gray cement slury mixed with pigment to

match the shade of slab including rubbing and

polishing etc. complete.

30 Providing and laying water proofing treatment 53.00 Sqmt 1165.64

with broken china mosaic flooring by

conventional method including cleaning the

slab surface by wire brush as directed

including provding first layer of C.M. 1 :4 of

mm thickness mixed with water proofing

compound at rate prescribed by

manufacturer, including putting of brick bats

of average thickness 40 mm Well immerssed

in water laid uniformly on first layer of mortar

including applying cement slurry @ rate of

0.08 bag/sqm. on fixed layer of brick bats

including maintaining necessary slope, in

second layer 40 mm thick C.M 1 :4 mixed with

water proofmg compound as directed,

including fmishing smooth with cement slurry

as directed complete.and using 12 mm to

mm broken pieces of Glazed tiles to be paid

over cement mortar 1:3 to plain or slope and

to be tempered to bring mortar creme out up

to surface using white cement including

rounding offjunctions and extending them up

to 15 cm along the wall, clearing with water

31 Providing & laying and jointing in true line and 20.00 Rmt. 148.12

level 25 mm dia UPVC pipe (SCH-40) line

including fitting make or equivalent as

approved by engineer in charge the pipe

shole be fixed on wall with the hel of clam at

every two mtr center to center or shall be

conseled as direct including necessesary

fitting etc including testing of pipe and jointes

and fixin the sam with adhesive solvent

including cost of matarial (A) 40 mm OD

32 Providing & laying and jointing in true line and 12.00 Rmt. 91.84

level 25 mm dia UPVC pipe (SCH-40) line

including fitting make or equivalent as

approved by engineer in charge the pipe

shole be fixed on wall with the hel of clam at

every two mtr center to center or shall be

conseled as direct including necessesary

fitting etc including testing of pipe and jointes

and fixin the sam with adhesive solvent

including cost of matarial (A) 25 mm OD pipe

33 Providing & laying and jointing in true line and 12.00 Rmt. 72.65

level 15 mm dia UPVC pipe (SCH-40) line

including fitting make or equivalent as

approved by engineer in charge the pipe

shole be fixed on wall with the hel of clam at

every two mtr center to center or shall be

conseled as direct including necessesary

fitting etc including testing of pipe and jointes

and fixin the sam with adhesive solvent

including cost of matarial (A) 15 mm OD pipe

34 Providing and fixing water closet squatting 1.00 Nos. 970.17

Pan (Indian type W.C. Pan) size 580mm

(Earthwork, bed concrete, foot reste and trap

to be measured and paid for separately) (A)

Vitreous China.(I) Long pattern = White colour

35 providing and fixing SWR nanhi trap of the 2.00 Nos. 629.38

following nominal dia of self cleaning design

with C L screwed down of hinged grating

including cost of cutting and making good the

walls floos 100 mm inlet and 50 mm out let

etc complete

36 Providing and fixing S.W. gully trap with C.I. 1.00 Nos. 1246.92

grating brick 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

37 Providing and fixing brass screw down stop 3.00 Nos. 205.83

tap.(A) 15mm dia.

38 Providing and fixing ball cock of approved. 2.00 Nos. 102.91

quality as directed.(B) Abonite (ii) 25mm

39 Providing and fixing UPVC spigot and socket 5.00 Rmt. 741.01

soil, waste and ventilating pipes of the

following nominal size. (B) 75mm dia.

40 Providing and fixing UPVC spigot and socket 5.00 Rmt. 892.39

soil, waste and ventilating pipes of the

following nominal size. (B) 100mm dia.

41 Providing and fixing to wall ceiling and floor 15.00 Rmt. 339.05

10.0 Kg. F/Cm2 working pressure poluthene

pipes of the following outside Dia. Low

densidy, complete with special falnge

compression type fittings, wall clipsetc.

including making good the wall ceiling and

floor.(G)110 mm

42 Constructing brick masonry chamber for 1.00 Nos. 3660.76

underground C.I. Inspection chamber and

bends with briocks having croshing strength

not less than 35Kg. Cm2 in C.M. 1:5 C.I.

cover with frame (Light duty) 455mm x

610mm intenal dimensions total weight of

cover with frame to be not less than 38Kg.

(Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )

(R.C.C. top slabe with 1:2:4 mix (1-cement :2-

coarse sand :4-graded stone aggregate

20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3

finished smooth with a floating coat of neat

cement on walls and bed concrete etc.

complete.(ii) Inside dimensions 500mm x

mm and 450mm deep for pipe line with one

or two inlets.

43 providing and fixing in position cowl vent to 2.00 Nos. 505.17

pipe (II) 100mm

44 Providing and fixing G.I. Rain water spout of 14.44 Rmt. 101.91

50mm dia. and 30cm. length.

45 Wall painting (two coats) with plastic emulsion 238.50 Sqmt 81.05

paint of approved brand and manufacture on

undecorated wall surface to give an even

shade including throughly brushing the

surface free from mortar droppings and other

foreign matter and sand papered smooth

46 Finishing wall with weather proof exterior 128.00 Sqmt 117.40

emulsion paint on wall surface (two coats) to

give an required shape even shade after

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered

materials.etc complete

47 Constructing Brick masonry road gully 3.00 Nos. 2017.19

chamber 500mm x 450mm x 600mm

including 500mm x 450mm C.I. horizontal

grating wih frame complete.

48 Constructing brick masonry chamber for 1.00 Nos. 52223.06

underground chamber (Kharkuva) with bricks

having croshing strength not less than 35Kg.

Cm2 in C.M. 1:5 with (R.C.C. top slab with

1:2:4 mix including Beams (1-cement : 2-

coarse sand : 4-graded stone aggregate

20mm size) foundation concrete 1 : 4 :

inside plaster 15mm thick with cement mortar

1:3 finished smooth with a floating coat of

neat cement on walls and bed concrete etc.

complete.(ii) Inside dimensions 2.00 mt. dia x

1.25 mt deep = 5.00 Cu.mt. for pipe line with

49 one or twoerecting

Providing inlets. and fixing double coated 1000.00 Litre 3.95

Syntex PVC. (ISI) water tank of required

capacity each with all necessary fittings and

connection etc. complete on terrace.

50 Drilling of 215mm dia. Bore in over burden 120.00 Mt 230.00

strata (0-30) including lowering and fixing of

175 mm nominal dia UPVC pipe/175 mm dia

ERW pipe upto required depth and further

drilling of 165mm dia bore hole in rocky strata

by DTH rig..

51 Providing & Supply & Delivery of ISI marked( 36.00 Mt 1030.00

IS 12818 with Latest amendment) Rate are

exclusive of GST. (a)175 mm nominal dia

"CS" Type.

52 Providing & Supplying ISI mark GI Pipes 60.00 Mt 251.00

medium duty with couplings incl. all taxes,

insurance, transportation, freight charges,

octroi, insp. Charges, loading, unloading,

coveyance to site stacking etc. complete as

per IS

53 Providing of ISI marked Deepwell 1.00 Set 7004.00

Handpumps set (IS 15500/2004 or any latest

ammendment/revision there of) and supply &

Delivery without riser pipes along with 12 Nos

of connecting rods confirming to IS 1573 with

latest amendment/revision. Rates are

exclusive of GST (with telescopic stand

54 Installation of IM-II Hand Pumpassembly as 1.00 Job 4600.00

per UNICEF specification Compete with

Carting, Lowering of 32 mm dia. riser pipes as

required, Construction of C.C.Platform 1:2:4

etc. including Providing cement, sand &

Kapachi etc. & Construction of Soak pit as

modified "Unicef" design including excavation

of (100 cm x 70cmx70cm deep )with filling of

stones, broken bricks or gravel and laying

Nos. bricks vertically on edge of soak pit etc.

55 Dimolation for old Struture including stacking 1.00 Job 25000.00

of serviceable materilas and disposal of

unserviceable materials with all lead and lift

as per direction by Engineer incharge

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 out as

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

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

Net Rs. …………………….… Total Rs. ………….…….................

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 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.

Deputy Executive Engineer Executive Engineer

Panchayat ( R & B) Sub Division Panchayat (R & B) Division

Vansda Navsari

Signature of the contractor