PMKKKY 2025-26 Const. of Library Building At Village Kalakva Ta.Dolvan Dist.Tapi.

to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 99.90 Cum. 262.52

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(C) Hard

2 Excavation for foundation for depth from 1.5 m to 3.0 66.60 Cum. 291.10

mincluding sorting out and stacking of useful materials

anddisposing off the excavated stuff upto 50 Meter lead.

(D) Soft rock not requiring Blasting

3 Filling available excavated earth (excluding rock in 83.25 Cum. 133.66

trenches plinth, slides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each deposited

layer by ramming and watering)

in layers of 20cm thickness including watering ramming

and consolidating etc. complete

5 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 40.13 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 23.34 Cum. 4519.45

and curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass

concrete. (more than 10 ton)

7 Providing and laying controlled cement concrete M-250 4.05 Cum. 8848.12

and 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 20.16 Cum. 6412.67

and curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (D) Columns,

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

9 Brick work using common burnt clay building brick having 4.79 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) Conventional

10 Providng TMT bars renforcement of FE 500/500D for 21193.80 kg 77.29

R.C.C. work including bending binding and placing in

position complete for all floor.

It. Quantity Unit Amount

Description of Item (with brief Specification and reference Rate In

to book of specifications) Figures

11 Providing and laying controlled cement concrete M.200 5.78 Cum. 8811.19

and curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (D) Columns,

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

12 Providing and laying controlled cement concrete M.200 1.77 Cum. 10176.76

and 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

13 Providing and laying controlled cement concrete M.200 20.81 Cum. 6712.67

and curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (C)

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

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

14 Providing and laying controlled cement concrete M.200 24.15 Cum. 6948.80

and curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (C)

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

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

15 Providing laying controlled cement concrete M 200 R.C.C 0.82 Cum. 9469.46

lintel including finishing smooth with,curing etc. complete

including the cost of formwork but excluding the cost of

reinforcement

16 Providing and laying controlled cement concrete M.200 28.83 Cum. 6777.62

and curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (C) Slabs,

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

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

17 Providing and laying controlled cement concrete M.200 1.67 Cum. 6818.51

and curing complete the cost of formwork but excluding

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 1.87 Cum. 7623.28

and curing complete including the cost of formwork but

excluding the cost of reinforcement for reinforced concrete

work in R.C.C. Stair Cases

19 Brick work using hydraulically pressed common burnt clay 53.40 Cum. 4403.40

building brick having crushing strength not less than

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

It. Quantity Unit Amount

Description of Item (with brief Specification and reference Rate In

to book of specifications) Figures

20 Half brick masonry in common brunt clay building bricks 80.11 Sqmtr 679.80

having crushing strength not less than 35 Kg/Sq.Cm. in

Cement mortar 1:3 ( 1-Cement : 3-coarse sand ) with

Nos of 6mm Mild steel round bars after every three course

embedded in Cement Mortar in foundation and plinth (B)

Conventional

21 Providing and laying Machine cut, Free edges, Machine 30.02 Sqmtr 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 :

coarse sand) and jointed with gray cement slurry including

rubbing and polishing etc.complete (As per R.A.)

22 Providing and fixing 35mm thick factory made moulded 13.66 Sqmtr 2152.31

door 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.

23 Providing and fixing window having extruded aluminum 10.42 Sqmtr 1583.96

Colour 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

mm @ wt.of 0.456Kg/mt/ with 5 mm thick transparent

colour tinted float glass with powder coated aluminum

and fixtures and transparent silicon sealant glass fixing to

24 as per details

Providing etc M.S. grill / M.S. door of required pattern

& fixing 642.00 Sqmtr 160.59

to 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

It. Quantity Unit Amount

Description of Item (with brief Specification and reference Rate In

to book of specifications) Figures

25 Providing 15mm thick cement plaster in Single coat on 449.42 Sqmtr 172.84

brick/conceret wall for interior plastering finished even and

smooth (ii) cement mortar 1:4(1 cement:4 sand) and mala

provel finished etc. competle for GF

26 Providing 10mm thick cement plaster in single coat on 285.71 Sqmtr 144.80

brick/conceret wall for interior plasteringupto floor two level

and finished even and smooth in (i) cement mortar 1:3(1

cement:3 sand)

27 20 mm thick sand faced cement plaster with on wall upto 315.55 Sqmtr 337.53

all 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. complete

28 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 201.80 Sqmtr 1059.84

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 light shade (more than 10 ton)

29 Providing and laying white glazed tiles 6mm thick in skrting 74.91 Sqmtr 922.88

risers of steps and dedo on 10mm thick cement plaster 1:3

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

30 Providing and laying polished Kota stone slab flooring 20.43 Sqmtr 1015.82

over 20mm (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

31 Providing and laying broken chine mosaic flooring for 201.67 Sqmtr 765.98

terrace 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 15 cm along the wall,clearing with

water and oxalic acid etc. as directed.

32 Finishing wall with water proofing cement paint of on wall 315.55 Sqmtr 117.41

surface ( Two coats) to give an approved brand

manufacture and of requred shape even shade after

throughtly brushing of loose powered materials.

33 Wall painting (two coats) with plastic emulsion paint of 735.14 Sqmtr 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.

It. Quantity Unit Amount

Description of Item (with brief Specification and reference Rate In

to book of specifications) Figures

34 Providing & laying and jointing in true line and level 40 mm 30.00 rmtr 447.73

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 pipe

35 Providing & laying and jointing in true line and level 25 mm 40.00 rmtr 91.84

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

36 Providing & laying and jointing in true line and level 15 mm 50.00 rmtr 72.65

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

37 Providing and fixing wash down water closet (European 4.00 Nos 3998.03

type, W.C. Pan) with integral P or S trap including jointing

the trap with soil pipe in Cement Mortar 1:1 (1-Cement : 1-

fine sand) inculding Providing and fixing plastic seat and

cover for wash down water closer with C.P. brass hinges

and rubber buffers. (B) Black plastic seal and cover

inculding of Providing and fixing 12.5 Litres low level

flushing cistern with a pair, of C.I. or Mild brackets,

complete with fittings such as lead valve less syphon,

15mm nom.nal size brass ball valve with polythene float,

C.P brass handle unions and couplings for connections,

with inlet, outlet and overflow pipes, 40mm dia. porcelain

enamelled flush bend including cutting holes in walls and

making good the same connecting the flush bend with

cistern and closet (overflow pipe to be measured and paid

for separately)(A) Vitreous China (I) In white colour . (A)

vitreous China Pattern :(i) in white colour

38 Providing and fixing water closet squatting Pan (Indian 2.00 Nos 1426.86

type W.C. Pan) size 580mm Including Providing and fixing

100mm size P or S trap for water closet squatting pan

including jointing the trap with the pan and soil pipe in

cement Mortar 1:1 (1-Cement : 1-Fine sand)(A) Vitreous

China. Including of Providing and fixing in Cement Mortar

1:3 (1-Cement : 3-coarse sand)a, pair of white vitreous

China 250mm x 130mm x 30mm footrest to long pattern

squatting pan water closet. (A) Vitreous China.(I) Long

pattern = White colour

It. Quantity Unit Amount

Description of Item (with brief Specification and reference Rate In

to book of specifications) Figures

39 Providing and fixing wash basin with single hole for piller 5.00 Nos 1999.97

tap with C.L. or M.S. brackets painted white including

cutting holes and making good the same including piller

tap brass waste, stopckok and MI fisher union fitting waste

pipe:(ii) flat back wash basin 500mm x 400mm size

including all nesessary fitiings

40 Providing and fixing screw down bib taps of following 10.00 Nos 186.83

size.(B) Brass chromium plated screws down Bib Tap. (i)

41 providing and fixing cast iron(spun) nanhi trap of the 7.00 Nos 635.91

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

42 Providing and fixing chromium plated brass half trun flush 6.00 Nos 263.78

cock of approved quality including fixing in pipe line etc.

complete.(ii) 25mm dia.

43 Providing and fixing S.W. gully trap with C.I. grating brick 6.00 Nos 1246.92

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

44 Providing and fixing cast iron spigot and socket soil waste 35.00 rmtr 741.01

and ventilating pipe of the following nominal size 75 mm

45 Providing and fixing cast iron spigot and socket soil waste 40.00 rmtr 892.39

and ventilating pipe of the following nominal size 100 mm

46 Providing and fixing in position cowl vent to pipe (II) 10.00 Nos 505.18

47 Providing and fixing G.I. Rain water spout of 50mm dia. 4.80 each 101.91

and 30cm. length.

48 Constructing brick masonary for underground C.I. 4.00 Nos 2932.93

inspection chamber and 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 ( 1 cement : 2 coarse sand : 4 grade

stone aggregate 20mm size ) foundation concrete 1 : 5 :

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

It. Quantity Unit Amount

Description of Item (with brief Specification and reference Rate In

to book of specifications) Figures

49 Providing erecting and fixing double coated Syntex PVC. 2000.00 Litr 3.95

(ISI) water tank of required capacity each with all

necessary fittings and connection etc. complete on terrace.

Rs.Fourty Two Lack Twenty Eight Thousand Four Hundred Seventeen and Paise Ninty One Only.

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

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,