CDP 2025-26. Construction of Gram Panchayat Building at Village Sankali Ta.Vyara Dist.Tapi.

reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 38.88 Cum. 153.41

sorting out and stacking of useful materials and

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

Dense or Hard soil.

2 Excavation for foundation upto 1.5 m depth including 29.16 Cum. 262.52

sorting out and stacking of useful materials and

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

Hard Murrum

3 Filling available excavated earth (excluding rock in 47.63 Cum. 133.65

trenches plinth, slides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each deposited

layer by ramming and watering)

soil in layers of 20cm thickness including watering

ramming and consolidating etc. complete

5 Providing and laying cement concrete 1:4:8 (1- Cement : 3.24 Cum. 2747.21

4- coarse sand : 8- hand broken stone aggregates

mm nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth (more than

6 Providing and laying controlled cement concrete M- 200 8.14 Cum. 4141.45

and curing complete including the cost. of form work

but excluding the cost of reinforcement for reinforced

concrete work in ( A ) Foundations footing base of

columns and the like and mass concrete

7 Providing and laying controlled cement concrete M-200 2.15 Cum. 5268.16

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 laying controlled cement concrete M 200 and 3.62 Cum. 5475.21

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 GF

9 Brick work using common burnt clay building brick 5.70 Cum. 4121.55

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

It. Quantity Unit Amount

Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

10 Providing and laying cement concrete 1:2:4 (1- Cement : 7.36 Cum. 3786.47

2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth.

11 Providng TMT bars renforcement of FE 500/500D for 6702.11 kg 77.29

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

position complete for all floor.

12 Providing and laying controlled cement concrete M.200 3.16 Cum. 5511.57

and curing complete including the cost of formwork

but excluding the cost of reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and struts

upto floor two level.

13 Providing and laying controlled cement concrete M.200 3.77 Cum. 6221.60

and curing complete including the cost of formwork

but excluding the cost of reinforcement for reinforced

concrete work in (C) Slabs,landing,shelves,Balconies

Lintels, Beams, Girders and Cantilever upto floor

two level.

14 Providing and laying ordinary cement concrete 1:2:4 (1- 0.84 Cum. 9099.38

Cement 2- coarse sand : 4- graded stone aggregates

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.

15 Providing laying cement concrete 1:2:4 ( 1 Cement : 2 0.74 Cum. 6674.46

coarse 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 :

3 fine sand to give a smooth and even surface

centering & formwork & curing complate exluding cost

of reinforcement.

16 Providing laying controlled cement concrete M 200 and 8.54 Cum. 5551.97

curing complete including the cost of formwork and

excluding the cost of reinforcement etc complete in

slabs for all thickness including the additional lift for

slab over G.F Floor

17 Providing and laying Controlled Cement Concrete M 200 1.35 Cum. 7011.93

and curing complete including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in R.C.C. Stair Cases

It. Quantity Unit Amount

Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

18 Brick work using common burnt clay building brick 50.35 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

19 Provoding and fixing flush door shutters, solid core 25.08 Sqmtr 1829.74

construction with frame 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.

20 Providing and fixing Window Having extruded 21.89 Sqmtr 1713.70

Aluminium colour anodized section frame main outer

size 63.50 x 38.10 x 1.95 mm@Wt. 1.094 Kg/ Rmt.)

horizental two track member size 61.85mm x 31.75 mm

x 1.20mm @ wt.of 0.695 kg/mt, vertical member of size

with sliding shutters of horizantal member size 40mm x

18mm x 1.29mm @ wt.of 0.456 kg/mt) vertical member

of size 40 mm x 18mm x 1.29mm @ wt.of 0.456 kg/mt,

@ wt.of 0.457 kg/mt with 5 mm thick transparent

bronze color tited float glass with powder coated

aluminium fiting and fixture and transparent silicon

sealant glass fixing to frame as per complete for

21 Providing and fixing standerd extruded Aluminium 1.80 Sqmtr 1301.82

section of size 63.50x38.10x1.95mm @ wt.

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... completed

for window.

22 Providing and fixing M.S. Grills of required pattern to 703.34 kg 106.48

wooden frame of windows etc. with M.S. Flats at

required spacing and frame alround, square or round

bars with round headed bolt & nuts or by screws Plain

23 Providing 15mm thick cement plaster in Single coat on 210.64 Sqmtr 222.24

rough (similar )side of single or half brick wall for

interior plastering up to floor two level and finished

even and smooth (ii) cement mortar 1:4(1 cement:4

24 Providing 10mm thick cement plaster in single coat on 85.47 Sqmtr 194.20

brick/conceret wall for interior plastering upto floor two

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

cement:3 sand)

It. Quantity Unit Amount

Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

25 Providing and laying Ceramic tiles 6mm thick in flooring 11.36 Sqmtr 929.39

treads of steps and landing laid on a bed of 12mm thick

cement mortar 1:3 (1-cement : 3-coarse sand ) finishing

with flush pointing in white cement.

26 Providing and laying Ceramic tiles 6mm thick in skrting 30.65 Sqmtr 1004.40

risers of steps and dedo on 10mm thick cement plaster

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

27 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 112.30 Sqmtr 1059.83

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 .

28 Providing and laying controlled cement concrete M.200 3.01 Cum. 5552.98

and curing complete including the cost of formwork

but excluding the cost of reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and struts

upto floor two level.

29 Providing and laying controlled cement concrete M.200 3.63 Cum. 6263.01

and curing complete including the cost of formwork

but excluding the cost of reinforcement for reinforced

concrete work in (C) Slabs, landing, shelves,Balconies

Lintels, Beams, Girders and Cantilever upto floor

two level.

30 Providing and laying ordinary cement concrete 1:2:4 (1- 0.64 Cum. 9099.38

Cement 2- coarse sand : 4- graded stone aggregates

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.

31 Providing laying ordinary cement concrete 1:2:4 ( 1 0.97 Cum. 6674.46

Cement : 2 coarse 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 : 3 fine sand to give a smooth

and even surface centering & formwork & curing

complete exluding cost of reinforcement.

It. Quantity Unit Amount

Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

32 Providing and laying controlled cement concrete M-200 8.03 Cum. 5593.38

and curing complete including the cost of form work but

excluding cost of reinforcement for reinforced

concrete work for in slab landing, shelves, balconies,

lintels, beams, girder,and cantilever up to two floor

33 Providing 15mm thick cement plaster in Single coat on 196.76 Sqmtr 246.22

Rough (similar) side of single or half brick wall for

interior plastering upto floor two level and finished

even and smooth (ii) cement mortar 1:4(1 cement:4

sand) and finishing with flaoting coat of neat cement

34 Providing 10 mm thick cement plaster in Single coat on 54.96 Sqmtr 216.06

brick /conceret wall for interior plastering upto floor

two level and finished even and smooth (ii) cement

mortar 1:3(1 cement:3sand) and finishing with flaoting

coat of neat cement slurry and for plastering on ceiling

and soffits of stairs above two level for every additional

storey height.

35 Providing 20mm thick cement plaster in single coat on 260.28 Sqmtr 218.49

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)

36 Providing & laying and jointing in true line and level 40 14.00 rmtr 148.12

mm dia UPVC pipe (SCH-40) line including fitting make

PRINCE/SUPREME/ASTRAL/FINOLEX 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

37 Providing & laying and jointing in true line and level 25 14.00 rmtr 91.84

mm dia UPVC pipe (SCH-40) for cold water including

fitting make PRINCE/ SUPREME/ ASTRAL/ FINOLEX 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

It. Quantity Unit Amount

Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

38 Providing laying and jointing in true line and level 15mm 15.00 rmtr 72.65

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including

fittings make 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 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.

39 Providing and fixing water closet squatting Pan (Indian 3.00 Nos 971.79

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

40 Providing and fixing washbasin with single hole for pillar 2.00 Nos 1485.41

tap with C.I. or 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.

41 Providing and fixing Urinal or approved quality including 2.00 Nos 1062.18

conecting the Urinal with waste pipe , tap etc.

complete.(A) White earthenware flat back or corner

type size 430mm x 260mm x 350mm.

42 Providing and fixing screw down bib taps of following 8.00 Nos 186.83

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

(i) 15mm dia.

43 Providing and fixing cast iron (Spun) Nahni trap of the 8.00 Nos 635.91

following nominal 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.

44 Providing and fixing S.W. gully trap with C.I. grating 3.00 Nos 1292.19

brick masonry 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)

45 Providing and fixing cast iron spigot and socket soil, 15.00 rmtr 741.01

waste and ventilating pipes of the following nominal

size.(B) 75mm dia. (upto 10 ton)

46 Providing and fixing cast iron spigot and socket soil, 15.00 rmtr 892.39

waste and ventilating pipes of the following nominal

size.(C) 100mm dia. (upto 10 ton)

47 Providing and fixing in position cowl vent to pipe (II) 1.00 Nos 505.17

It. Quantity Unit Amount

Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

48 providing and fixing the PVC pipe rain water out let pipe 15.00 rmtr 265.34

of I.S.I mark approved quility with necessesary bend

plug, jali ,clamps, etc. (P.V.C. Pipes 10 kgf / Sq.cm.

49 Distempering with dry distemper of approved brand 407.41 Sqmtr 52.67

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 foreing matter

50 Distempering with dry distemper of approved brand 140.43 Sqmtr 59.37

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 foreing matter on celling and soffits slab.

51 Finishing wall with water proofing cement paint of on 260.28 Sqmtr 117.40

wall surface ( Two coats) to give an approved brand

manufacture and of requred shape even shade after

throughtly brushing of loose powered materials.

52 painting two cosat (including priming coats) on new 173.88 Sqmtr 128.99

steel and other metal surfece with enamel

paint,brushing interior to give an even shade including

cleaning the surfece of all dirt,dust and other foreign

53 Constructing brick masonary for underground C.I. 1.00 Nos 3660.76

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 (

cement : 2 coarse sand : 4 grade stone aggregate

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

15 mm thick with cement mortar 1 : 3 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.

54 Constructing a cooking platform 60 cm. width and 70 2.21 rmtr 2656.06

cm high resting on 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.

It. Quantity Unit Amount

Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

55 Providing and fixing Kitchen sink with C.I. or M.S. 1.00 Nos 2326.66

brackets, painted white including cutting holes in walls

and making good the same but excluding fittings. (C)

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

56 Providing and laying chequered precast cement 15.81 Sqmtr 541.21

concrete tiles 22mm thick 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.

(upto 10 ton)

57 Providing and fixing Machine cut, free edges, Machine 43.87 Sqmtr 746.68

polished Marble 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.

58 Providing and laying broken chine mosaic flooring for 72.50 Sqmtr 765.97

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.

59 Providing erecting and fixing double coated Syntex PVC. 1000.00 Liter 3.95

(ISI) water tank of required capacity each with all

necessary fittings and connection etc. complete on

60 Construting of Septic tank of external dimentions 2.9 x 1.00 Each 36694.98

1.98 x 1.5 mt. depth with 1:3:6 PCC along with 0.23 mt

thk. brickwork, Top RCC Slab of 2.6 x 1.7 mt. along with

15 mm plaster on inside faces with nacessary CI MH,

Inlet outlet arrengments, 2 nos of CI Inspection

chamber & provideing a soak pit of 5.0 cmt Volumn. The

Soakpit shall be filled with brick bats with dry masonary

work upto top for 45 cm and it should be coverd with

Man Hole. The entire work is to be executed according

to the nstructions, given by the Engineer Incharge.

61 Demolition including stacking of serviceable materials 1.00 Job 25250.00

and Desposal of unserviceable materials with all lead

and lift RCC work, brick work, flooring Foundation

It. Quantity Unit Amount

Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

62 Providing a borewell including drilling in soil with 1.00 Job 60600.00

lowering of pipes, providing slotted PVC pipe of 150 mm

dia., ISI marked approved flat copper wiring, including

submersible pump set of motor rating 1.00 HP having

capacity of 30 lit./min at 90 mt. head with glavanized

MS tube 32 mm dia with coupling and starter etc.

complete. (upto 50 mt. depth)

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.

Executive Engineer

Panachayat (R&B) Division

Signature of the contractor Vyara

Executive Engineer,

Panchayat ( R & B ) Division,