New Gujarat Pattern 2025-26 Construction of 03 Class room in primary school at Village Gamdi Ta,Nizar Dist.Tapi.

Name of Work:- NGP યોજના ૨૦૨૫ -૨૬ .Construction of 03 Class room in primary school at Village Gamdi Ta,Nizar

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification and reference Rate In

Quantity Unit Amount

No. to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth including sorting 163.55 Cum. 262.52

out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(C) Hard Murrum

2 Excavation for foundation for depth from 1.5 m to 3.0 m 105.30 Cum. 291.10

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead. (D) Soft

rock not requiring Blasting

3 Filling available excavated earth (excluding rock in trenches 134.42 Cum. 133.66

plinth, slides of foundations etc. in layers not exceeding 20 cm

in depth consolidating each deposited layer by ramming and

4 Filling in foundation and plinth with murrum or selected soil in 127.81 Cum. 296.30

layers of 20cm thickness including watering ramming and

consolidating etc. complete

5 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 19.28 Cum. 3786.47

Coarse sand : 4- graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of formwork in (A)

Foundation and Plinth (more than 10 ton)

6 Providing and laying controlled cement concrete M.250 and 43.08 Cum. 4534.70

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (A) Foundations,

footings, Base of columns and Mass concrete. (more than

7 Providing and laying controlled cement concrete M-250 and 7.84 Cum. 8502.08

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work for Column

upto plinth level.

8 Providing and laying controlled cement concrete M.250 and 21.54 Cum. 6412.67

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (D) Columns,

Pillars posts and struts, upto floor two level. (more than 10 ton

9 Brick work using common burnt clay building brick having 11.73 Cum. 4121.55

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

plinth in cement mortar 1:6 ( 1 Cement: 6 fine sand) (B)

10 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 30.51 Cum. 4156.52

Coarse sand : 4- graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of formwork in (A)

Foundation and Plinth (more than 10 ton)

11 Providng TMT bars renforcement of FE 500/500D for R.C.C. 23733.55 KG 77.29

work including bending binding and placing in position

complete for all floor.

12 Providing and laying controlled cement concrete M.200 and 11.40 Cum. 8396.38

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (D) Columns,

Pillars posts and struts, upto floor two level. (more than 10 ton)

13 Providing and laying controlled cement concrete M.200 and 2.25 Cum. 8478.95

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (D) Columns,

Pillars posts and struts, upto floor two level. (more than 10 ton)

14 Providing and laying controlled cement concrete M.200 and 17.50 Cum. 6721.25

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and

Cantilever upto floor two level. (more than 10 ton) (A) Ground

Floor Slab Beam

15 Providing and laying controlled cement concrete M.200 and 2.82 Cum. 6797.30

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and

Cantilever upto floor two level. (more than 10 ton) ( A) First

Floor Slab Beam

16 Providing laying controlled cement concrete M 200 R.C.C lintel 0.79 Cum. 9469.46

including finishing smooth with,curing etc. complete including

the cost of formwork but excluding the cost of reinforcement

17 Providing and laying controlled cement concrete M.200 and 26.21 Cum. 6719.19

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and

Cantilever upto floor two level. (more than 10 ton)

18 Providing and laying controlled cement concrete M.200 and 2.96 Cum. 6760.94

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and

Cantilever upto floor two level. (more than 10 ton)

19 Providing and laying Controlled Cement Concrete M 200 and 2.57 Cum. 7634.39

curing complete including the cost of formwork but excluding

the cost of reinforcement for reinforced concrete work in

R.C.C. Stair Cases

20 Brick work using common burnt clay building brick having 38.36 Cum. 4403.40

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 (

Cement: 6 fine sand) (B) Convention for G.F

21 Brick work using common burnt clay building brick having 17.93 Cum. 4685.25

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 (

Cement: 6 fine sand) (B) Convention for F.F

22 Providing and laying Machine cut, Free edges, Machine 24.15 Sqmt 2506.93

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 35mm thick factory made moulded door 17.64 Sqmt 2152.31

shuter consisting of solid core single/two leaf flush door of

30mm thickness, lipped with 15mm (5mm x 3) thick x 30mm

width on one stiles and top rail and 10mm (5mm x 2) thick x

30mm width on the other stiles and bottom rails. The inner

panel laminated with 2mm thick termite proof, water proof and

fire resistant moulded PVC sheet with 2,4,6 raised panel design

in different plain and /or prelim colours on one side after

routing the moulded design on flush door and 2mm plain and/or

prelim PVC sheet on other side using rubber adhesive on flush

door and solvent cement adhesive on the PVC liping etc.

complete as per direction of Engineer in charge, manufacture’s

specification and drawing

24 Providing and fixing window having extruded aluminum Colour 10.50 Sqmt 1583.96

anodized section frame main outer size 95mm x 24mm x

1.17mm @ wt.of 0.738 Kg/mt , horizontal Three track member

size 92mm x 31.75mm x 1.30mm,@ Wt.1.07 Kg/mt , vertical

member of size 92mm x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt

with sliding shutters of horizontal member size 40 mmx18mm

x1.29mm @ wt.of 0.456 Kg/mt, vertical member of size 40mm

x 18mm x 1.29 mm @ wt.of 0.456Kg/mt/ with 5 mm thick

transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant

glass fixing to frame as per details etc

25 Providing & fixing M.S. grill / M.S. door of required pattern to 1832.28 kg 160.59

wooden frames of windows/ brick masonry with necessary M.S.

angle, M.S. pipe, M.S. flats and other structural steel at

required spacing and frame alround square or round bars with

round headed bolts and nuts or by screws (Plain Grills)

Including primer coat of approved quality and two coats of oil

paintings etc. complete as directed.

26 Providing 15mm thick cement plaster in single coat on Rough 443.67 Sqmt 172.84

(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)

27 Providing 10mm thick cement plaster in single coat on 250.39 Sqmt 144.80

brick/conceret wall for interior plastering finished even and

smooth (ii) cement mortar 1:3(1 cement:3 sand) and mala trovel

finished etc. complete.GF

28 20 mm thick sand faced cement plaster with on wall upto all 322.85 Sqmt 337.53

height above ground level consisting 12 mm thick backing coat

of c.m. 1:3 (1 cement : 3 sand ) and 8 mm thick finishing coat

of cm 1:1 (1 cement : 1 sand) etc. complete.all height etc.

29 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 189.25 Sqmt 1059.84

(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 light shade (more than

30 Providing Green Marble for Stair Toppa & Riser storage cabat 71.17 Sqmt 2518.94

partion,self complate with material like cement,marble,camical

etc complate including all Labour work complate as per

drawing and direction by Site Engineer

31 Providing and laying broken chine mosaic flooring for terrace 182.31 Sqmt 765.98

using 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

cm along the wall,clearing with water and oxalic acid etc. as

32 (A) Providing and laying internal cement based water proofing 182.31 Sqmt 898.50

treatment including preparation of surface as required for

tretment of roofs, balconies, terrace,etc. consisting of following

(a) Applying and grouting a slurry coat of neat cement using

2.75 kg/sqm of cement admixed with proprietary water proofing

compound conforming to IS : 3645 over the R.C.C. slab

including cleaning the surface before tretment.

(b) Laying cement concrete using brocken bricks/brickbats

mm to 100 mm size with 50% of cement mortar 1:5 admixed

with proper water proofing compound confirming to IS :

over 20 mm thick layer of cement mortar of mix 1:5 admixed

with proprietary water proofing compound confirming to IS :

2645 to required slope and treting simillary the adjoining walls

up to 300 mm height including of junction of walls and slabs.

(c) After two days of proper curing applying a second coat of

cement slurry admixed with proprietary water proofing

compound confirming to IS :

(d) Finishing the surface with 20 mm thick joinless cement

mortar of mix 1:4 admixed with proprietary water proofing

compound confirming to IS : 2645. and finally finishing the

surface with neat cement slurry and making of 300 x 300 mm

(e) The whole terrace so finished shall be flooded with water

for a minimum period of two weeks for curring and for final

test. all above operations to be done in order and as directed

and specified by the Eng-in-charge.

33 Finishing wall with water proofing cement paint of on wall 322.85 Sqmt 117.41

surface ( Two coats) to give an approved brand manufacture

and of requred shape even shade after throughtly brushing of

loose powered materials.

34 Wall painting (two coats) with plastic emulsion paint of 694.06 Sqmt 86.93

approved brand and manufacture with 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 along ceilings and sloping roofs.

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 under.

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

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

*( 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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division

ÀùËÿëÀËßÞí çèí Tapi