CONSTRUCTION OF COMMUNITY HALL AT VILLAGE BHATIYA, POPDA, VAKTANA, VEDACHHA,CONSTRUCTION OF TOILET BLOCK AT DEVADH AND CONSTRUCTION OF MID DAY MEAL SHED AT VILLAGE VAKTANA, TA:CHORYASI , DIST-SURAT.

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 343.40 CMT. 122.93

sorting out and stacking of useful materials and

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

Loose or soft soil ( I ) 0 To 1.5 mt. Depth

2 Excavation for foundation upto 1.5 m to 3.0 m depth 159.41 CMT. 136.47

including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

Meter lead. (A) Loose or soft soil ( II ) 1.5 To 3.0 MT

3 Filling available excavated earth (Including rock in 375.33 CMT. 136.91

trenches plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each deposited

layer by ramming and watering)

4 Providing & filling in plinth with murrum or yellow soil 104.46 CMT. 301.77

watering, ramming & consolidation etc. complete.

5 Filling in plinth with sand under floors including 44.41 CMT. 481.80

watering ramming, consolidating and dressing

complete (A) Foundation and plinth

6 Providing and laying cement concrete 1:2:4 (1- Cement 77.37 CMT. 3923.85

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

nominal size) and curing complete including cost of

formwork in (A) Foundation and Plinth (A) PCC

7 Providing and laying cement concrete M.200 and curing 49.10 CMT. 4563.18

complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in

foundation, footings base of column and mass concrete.

(A) Footing

8 Providing and laying cement concrete M.200 and curing 10.67 CMT. 8001.22

complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in

All Types of Column D) Column, Pillers, posts and

struts , upto Plinth

9 Providing and laying cement concrete M.200 and curing 15.25 CMT. 8001.22

complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in

All Types of Column D) Column, Pillers, posts and

struts, upto Ground Floor

10 Providing and laying cement concrete M.200 and curing 2.44 CMT. 8042.17

complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in

All Types of Column D) Column, Pillers, posts and

struts, upto Terrace Floor

11 Providing and laying cement concrete M.200 and curing 26.57 CMT. 6321.59

complete inculding the cost of formwork but Excluding

the cost of the cost of reinforcement for reinforced

concrete work in Beams. (E) Beam, upto Plinth

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

12 Providing and laying cement concrete M.200 and curing 26.08 CMT. 6321.59

complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in

All Types of Beams,(E) Beam, Ground Floor

13 Providing and laying cement concrete M.200 and curing 45.18 CMT. 6267.05

complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in

All Types of Slab,All Thickness (C) Slab upto Plinth and

Ground Floor

14 Providing and laying cement concrete M.200 and curing 1.65 CMT. 5865.07

complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in

Lintel upto Ground Floor

15 Providing and laying cement concrete M.200 and curing 4.10 CMT. 6886.18

complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in

Chajja. Upto Ground Floor

16 Providing and fixing TMT bars Fe-500D steel 21535.24 Kg . 77.30

reinforcement for R.C.C. work including binding,

bending and placing in position complete upto floor two

level ,Ground Floor, First Floor,Second Floor , Terrace

Floor ,Lift Machine Floor (all floor).

17 Brick work using common brunt clay building bricks 29.78 CMT. 4214.32

having crushing strength not less than 35 kg/sqcm. in

foundation and plinth in cement mortar 1:6 (1 cement :6

fine sand) etc.comp. (B) Conventional Ground floor

upto Plinth

18 Brick work using common brunt clay building bricks 95.64 CMT. 4503.04

having crushing strength not less than 35 kg/sqcm. in

superstructure above plinth level upto floor two level in

cement mortar 1:6 (1 cement :6 fine sand) etc.comp. (B)

Conventional Ground Floor

19 Brick work using common brunt clay building bricks 20.14 CMT. 4545.16

having crushing strength not less than 35 kg/sqcm. in

superstructure above plinth level upto floor two level in

cement mortar 1:6 (1 cement :6 fine sand) etc.comp. (B)

Conventional First Floor

20 Half brick masonry in common brunt clay building 161.14 SMT. 629.83

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse

sand ) in foundation and plinth (B) Conventional

21 Providing 15mm thick cement plaster in single coat on 843.60 SMT. 161.19

Rough (Similar)side of single or Full/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) Ground Floor

22 Providing 15mm thick cement plaster in single coat on 87.64 SMT. 185.75

Rough (Similar)side of single or Full/half brick walls

for interior plastering and finished even and smooth in

(ii) Cement mortar 1:4 (1-cement :4-sand) First Floor

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

23 Providing & laying 10 mm. thick cement plaster in 301.70 SMT. 148.31

single coat on fair side of ceilings for interior plastering

upto floor two level and finishing with smooth mala

plaster.(i) Cement mortar 1:4 (1 cement : 4 sand)

Ground Floor

24 20mm thick sand faced cement plaster on walls upto 718.40 SMT. 315.68

Any height metres consisting of 12mm thick backing

coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick

finishing coat of C.M. 1:1 (1-cement : 1-sand) etc.

complete. Upto Ground Floor to Terrace (LMR) Floor

25 Providing and laying Granite Slab 18mm thick in 24.80 SMT. 2190.69

Flooring laid 20mm thick Cement Mortar 1:4 (1-Cement

: 4-Coarse Sand) and jointed with Grey Cement Slurry

including full molded round front edges , rubbing and

polishing etc. complete.

26 Providing and laying Granite Slab 18mm thick in Risers 118.80 SMT. 2159.38

of steps Dedo, window sill, jembs and pillars laid 10 mm

thick Cement Mortar 1:4 (1-Cement : 4-Coarse Sand)

and jointed with Grey Cement Slurry including full

molded round edges , rubbing and polishing etc.

27 Providing and laying Vitrified tiles 8 to 10 mm thick , 224.08 SMT. 1120.36

24'' x 24'' in flooring 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

28 Providing and laying Virtified tiles 8 to 10 mm thick , 266.40 SMT. 1195.02

24'' x 24'' 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,Soluble Salt Vitrified

Tiles Flooring.

29 Providing and fixing flush door both sides laminated 49.56 SMT. 2838.10

andshutter fabricated from 35 mm thick solid core

malemine faced three layered pre laminated flat pressed

wood based exterior grade bonded BWP/BWR synthetic

resin having stamped IS 12823 grade I type II including

three coats of lacquer polishing to exposed wooden

surfaces and Stainless steel decorative type designs

fixtures / fastening 2Nos. Handles, 2Nos. Aldropes,

towerbolt etc. as per architectural detailed drawing and

as directed by engineer in charge..

30 Providing and fixing window having extruded 37.20 SMT. 1583.95

aluminum Colour anodized section frame main outer

size 66.00 x 50.00 x 1.50 mm(Wt 1.40 Kg / Rmt),

horizontal two track member size Both Side 66.00 x

50.00 x 1.50 mm(Wt 1.40 Kg / Rmt), with sliding

shutters of horizontal member size 66.00 mm x

mm x 1.50mm (wt.of 0.90 Kg/mt), vertical member of

size 66.00 mm x 26.00 mm x 1.50mm (wt.of

Kg/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 complete for window.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

31 Providing and fixing standared extruded of alluminium 10.08 SMT. 1175.55

section of size 63mm x 38.10mm x 1.2mm (Jindal

Section :2434, @ Wt. 0.643 Kg/mt) with colour

anodized alluminium frame for ventilation with 5 mm

thick frosted glass as details etc complete for Ventilation

32 Providing and fixing M.S. grill of required pattern of 1166.40 Kg. 116.15

windows etc. with M.S.. flats at required spacing and

frame alround square or round headed bolts and nuts or

by screws.including applying a priming coat of red lead

paint and two coats of oil painting etc complete

(A)Plain grill

33 Applying two coats of Birla (white cement based) or 944.80 SMT. 40.59

(acrylic lapy- putty) or equivalent & two coats of primer

of approved brand and manufacture on new wall

surface,Ceiling surface to give an even shade including

thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered

34 Wall painting (two coats) with plastic emulsion paint of 944.80 SMT. 84.36

approved brand and manufacture on undecorated wall

surface,Ceiling surface to give an even shade including

throughly brushing the surface free from mortar

droppings and other foreign matter and sand papered

35 Finishing wall with weather proof exterior emulsion 740.14 SMT. 120.26

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

36 Applying priming coat over new steel and other metel 47.28 SMT. 128.62

surface after and including preparing the surface by

throughly cleaning, oil,grease, dirt and other foreign

matter and scoured with brushes fine steel wood,

scrapers and sand paper with ready mixed priming paint

brushing red lead. and Painting two coats (excluding

priming coat) on new steel and other metal surface with

enamel paint, brushing, interior to give an even shade

including cleaning the surface an even shade including

cleanicn the surface of all dirt, dust and other foreign

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

37 Providing and laying integral cement based water 288.00 SMT. 880.72

proofing treatment including preparation of surface as

required for treatment of roofs, balconies, terraces etc.

consisting of following operations.

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

using 2.75 kg/sqm of cement admixed with proprietary

water proofing compound comforming to IS:2645 over

the R.C.C. slab including cleaning the surface before

(b) Laying cement concrete using broken bricks/brick

bats 25 mm to 100 mm size with 50% of cement mortar

1:5 (1 Cement : 5 Coarse sand) admixed with proprietary

water proofing compound conforming to IS:2645

,brick bats is finally covered by jointless cement plaster

20mm th. in C.M. 1:4 added with special water proofing

compound confirming to IS:2645 & top smooth finished

with trowel with false chequered marking of

mm.size.The treatment is carried along the vertical

surface of the parapet & other adjoining wall up to

height of about 300 mm in a shape of quarter round vata

Incl. curing etc. Comp. With average thickness of

mm and minimum thickness at khurra as 65 mm.

'(c) The whole terrace so finished shall be flooded with

water for a minimum period of two weeks for curing and

for final test. All above operations to be down in order

and as directed and specified by the engineer-in-charge.

38 With average

Providing andthickness

laying ofbroken

120 mm and minimum

chine mosaic flooring 300.90 SMT. 779.69

for 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

39 Providing and fixing Stainless Steel railing having 50 12.00 RMT. 3333.50

mm dia hollow stainless steel pipe as hand rail and

mm dia hollow stainless steel pipe with combination of

10 cm long 16mm dia pipe as per virtical supports

mm dia hollow stainless steel pipes H

40 Providing and constructing sandwitch type Granite stone 10.00 RMT. 3589.54

top & bottom Kota Stone platform 0.6 mt. wide &

mt. height, including front granite stone patti of 10 cm

wide, vertical partitions of Kota stone with cement

Mortar(1:1) as required comp as per instruction given

by site in charge at all floors.

41 Providing and fixing wash down water closet (European 12.00 No 1648.15

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. (A) vitreous China

Pattern :(i) in white colour

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

42 Providing and fixing washbasin with single hole for 10.00 No 2165.90

pillar tap with C.I. or M.S. brackets painted white

including sutting holes and making good the Providing

and fixing C.P. brass waste for washbasin or sink. (A)

32mmdia.,Providing and fixing pillar tap, capstan head,

screw down high pressure with screws, shanks and back

nuts. (i) 15mm dia.,Providing and fixing brass screw

down stop tap.(A) 15mm dia..(A) Vitreous China:(ii)

Flat Back washbasin 550 mm x v 400mm size. (i) In

white colour.

43 Providing and fixing 600mm x 450mm bevelled edge 10.00 No 859.41

mirrror of superior glass mounted on 6mm thick A.C.

sheet or plywood sheet and fixing to wooden pluge with

C.P. brass screws and washers.

44 Providing and fixing Kitchen sink with C.I. or M.S. 4.00 No 3204.92

brackets, painted white including cutting holes in walls

and making good the same (C) S.S. & Sink.(i) 600mm

x 450mm x 150mm size with Providing and fixing C.P.

brass waste for washbasin or sink. (A)

45 Providing and fixing PVC SWR Nahni trap IS 14735 for 22.00 No 599.64

drain - 100 mm diameter with jali of the following

nominal diameter of self cleansing design with C.I

scread down or hinged grating including the cost of

cutting and making good the walls.

46 Providing and fixing screw down bib taps of following 30.00 No 186.83

size.(A) Brass screw down bib tap polished bright. (i)

47 Providing and fixing Gun metal check or non-return 10.00 No 420.63

fullway wheel valve. 25mm. dia.

48 Providing and fixing chromium plated brass half trun 12.00 No 263.77

flush cock of approved quality including fixing in pipe

line etc. complete.(ii) 25mm dia.

49 Providing and fixing ball cock of approved. quality as 6.00 No 132.89

directed.(A) Copper Metal (A) 25mm. dia.

50 Providing laying and jointing in true line and level 98.00 RMT. 72.65

15mm dia. U.P.V.C. 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 concealed as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

51 Providing laying and jointing in true line and level 74.40 RMT. 91.84

25mm dia. U.P.V.C. 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 concealed as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

52 Providing, laying and jointing in true line and level 129.00 RMT. 878.57

110mm diametre U.P.V.C (Type B) conforming to IS

13592-1992 with one end plain and other end socketed

with rubber ring, & fittings conforming to ISI 14735-

1999 of approved make for drainage system pipe line,

pipe shall be jointed with each other with rubber

lubricant, pipe shall be fixed on wall using of PVC

clamp of the size 110 mm diametre x 149 mm length x

145 mm heigh at every 2000 mm center to center or

shall be concealed in walls as directed including

necessary fittings such as bends, shoes etc. including

testing of pipes and joints and jointed with adhesive

solvent cement including cost of all materials.

53 Providing and fixing S.W. gully trap with C.I. grating 10.00 No 1246.92

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

54 Constructing Brick masonry road gully chamber 500mm 10.00 No. 2017.19

x 450mm x 600mm including 500mm x 450mm C.I.

horizontal grating wih frame complete.

55 Constructing brick masonry chamber for underground 10.00 No 2932.93

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.(i) Inside dimensions 455mmx 610mm

and 450mm deep for single pipe line.

56 Providing laying (to level or slopes) and jointing 48.00 RMT. 257.19

reinforced concrete Light duty non-pressure pipes I.S.

class NP2 of the following internal diameter with collars

and butt ends prepared for collar joints including testing

of joints complete. (B) 150 mm dia.

57 Providing & fixing G.I. Rain water spout of 50 mm.dia 10.00 No. 101.91

& 30 cm length etc.

58 Providing and fixing in position cowel went to pipes.(C) 10.00 No. 505.17

59 Providing erecting and fixing double coated PVC. (ISI) 5000.00 Lit. 3.94

water tank of required capacity each with all necessary

fittings and connection etc. complete on terrace.

60 Providing and laying white glazed tiles 6mm thick 12.06 SMT. 963.11

inflooring treads of steps and landing laid on a bed of

12mmthick cement mortar 1:3 (1-cement : 3-coarse sand

)finishing with flush pointing in white cement.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

61 Providing and laying white glazed tiles 6mm thick 34.12 SMT. 1127.48

inskrting risers of steps and dedo on 10mm thick cement

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

withwhite cement slurry

62 Providing and fixing FRP frame size 125x65 mm and 10.50 SMT. 2615.04

35mmthick FRP shutter having extra reinforcement on

sides &edges in polish finish. The core of the shutter &

frame is to befiled up with injected polyurethene foam

done in situ alongwith embedded wooden pieces for

stiffening & alsotaking hinges & fintures. The whole

FRP frame & shutter is tobe water proof weather proof,

termite proof & resistance tomild acid/alkali. Rates are

to be inclusive of S.S hinges withnecessary screws &

alluminium S.S fixtures & fastenings &

fastener sleeve.

63 Providing and laying cement concrete 1:3:6(1 cement : 3 1.80 CMT. 3095.25

coarse - sand : 6-Hand Broken stone aggregate 40 mm

nomminal size) and curing complate excluding cost of

formwork in (A)Foundation Plinth.

64 Providing and laying cement concrete M200 and curing 6.66 CMT. 4400.27

complete including cost of formwork and excluding the

cost of reinforcement for reinfouced cement concrete

work in (A)Foundation footings,base of columns and

mass concrete

65 Providing P.P.G.I. sheet Tata /Jindal or equivalant As 33.54 SMT. 734.19

aprooved Engineer in charge roofing fixed with

glavanished iron J or L Hooks, Bolts and nuts 8mm

diameter with bitumen and G.I. limpet washer . filled

with white lead complete excluding the cost of purlins,

Rafters and Trusses.

66 Providing ridges or hips 600 mm overall in P.P.G.I. 4.68 SMT. 664.70

sheet fixed with G.I.J. or L Hooks and nuts 8mm dia G.I.

Limpet and bitumen washer complete. (1) 0.80 mm thick

67 Providing and fixing 150mm wide 450mm over all 33.54 SMT. 581.32

semicircular plain G.I.sheet class-3 gutter with Iron

brackets 40mm x 3mm size Bolts, Nuts, washers etc.

including making necessary connection with rain water

pipes. (i) 0.80 mm thick Sheet.

68 Steel work, welded in built up sections framed work 16.77 Quintal 9219.58

including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer (read

lead paint) and two coats of oil painting etc

complete(A)In beams and joists, channels angles Tees,

flats, with connecting plates or angle cleats as in main

and cross beams. Hip and jack rafters, purlins conneted

to common rafters and the like (more than 10 ton)

69 Providing and laying cement concrete M200 and curing 2.62 CMT. 4496.12

complete including cost of formwork and excluding the

cost of reinforcement for reinforced concrete work in

(B) Slabs, landing, shelves, Balconis , Lintels, Beams,

Girders and Cantilever upto floor two level.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

70 Providing and laying cement concrete 1:3:6(1 cement : 3 2.40 CMT. 3095.25

coarse - sand : 6-Hand Broken stone aggregate 40 mm

nomminal size) and curing complate excluding cost of

formwork in (A)Foundation Plinth.

71 Providing and laying polished Kota stone slab flooring 23.96 SMT. 1015.53

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 (more than 10 ton

72 Providing and laying polished kota stone slab 25mm 5.24 SMT. 1144.15

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.

Rupees SeventyOne Lakh SixtyOne Paise Twelve Only

I we am / are willing to carry out the work at …................................ % above/ Below percent ( Should Be writen

in figures And words) of the estimated rate mentioned above. Amount of my / our tender works out as under.

Estimated Amount Put to tender. 71,00,061.12 Estimated Amount Put to tender.71,00,061.12

Deduct…........ % Below Deduct…........ % Below

In Words In Words

(1) The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge

for which no extra payment shall be made.

(2) The labour cess 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 there is a 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 Bidder

Deputy Executive Engineer Divisional Accountant

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

Choryasi Surat

Executive Engineer

Panchayat ( R&B) Division

SHEDULE B Page