CDP-3 2025-26 Construction of TDO Quarter Building at Songadh Ta.Songadh & Dist. Tapi-Vyara. (D-TYPE)

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 134.50 CMT. 120.00

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 102.50 CMT. 132.86

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 195.50 CMT. 133.65

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 31.00 CMT. 296.29

watering, ramming & consolidation etc. complete.

5 Filling in plinth with sand under floors including 15.50 CMT. 471.69

watering ramming, consolidating and dressing

complete (A) Foundation and plinth

6 Providing and laying cement concrete 1:2:4 (1-Cement : 54.54 CMT. 3966.27

2- coarse sand : 4- hand Machine crushed stone

aggregates 40 mmnominal size) and curing complete

including cost of formwork in (A) PCC

7 Providing and laying controlled cement concrete M.250 26.00 CMT. 4534.90

and curing 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 controlled cement concrete M.250 7.50 CMT. 8213.32

and curing 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 controlled cement concrete M.200 8.00 CMT. 8175.95

and curing 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 controlled cement concrete M.200 3.50 CMT. 8337.95

and curing 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 controlled cement concrete M.250 9.50 CMT. 6450.87

and curing complete inculding the cost of formwork but

Excluding the cost of the cost of reinforcement for

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

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 controlled cement concrete M.200 9.50 CMT. 6413.50

and curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced

concrete work in All Types of Beams,(E) Beam, Ground

13 Providing and laying controlled cement concrete M.200 15.50 CMT. 6356.94

and curing 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 controlled cement concrete M.200 0.50 CMT. 6713.47

and curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced

concrete work in All Thickness in Walls PARDI Ground

15 Providing and laying controlled cement concrete M.200 2.00 CMT. 5965.06

and curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced

concrete work in Lintel upto Ground Floor

16 Providing and laying controlled cement concrete M.200 1.50 CMT. 7002.33

and curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced

concrete work in Chajja. Upto Ground Floor

17 Providing and fixing TMT bars Fe-500D steel 11670.58 Kg . 78.31

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

bending and placing in position complete upto floor two

level ,Ground Floor, First Floor , Terrace Floor (all

18 Carring out plinth treatment to post construction / 103.00 SMT. 83.48

existing structure by spraying chemical solution for

termite control treatment including labour and material

consistment with I.S.I specification. Using Chlordene

and Chiorpurfiles 20 EC. As Per 6131_paret-II

Consentration Weight one percent is recommended i.e

one litre 20 EC chemical emulsion with 19 liter give

% concrentration inclusive of one litre chemical

emulsion appication at the rate of 5 Litre chemical /

of surface is recommended as per I.S

19 Brick work using common brunt clay building bricks 9.50 CMT. 4121.54

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

20 Brick work using common brunt clay building bricks 35.00 CMT. 4403.39

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

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

21 Brick work using common brunt clay building bricks 11.50 CMT. 4444.58

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

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

22 Half brick masonry in common brunt clay building 30.42 SMT. 669.33

bricks having crushing strength not less than

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

sand ) in (B) Conventional Ground Floor

23 Providing 15mm thick cement plaster in single coat on 315.00 SMT. 172.83

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

24 Providing 15mm thick cement plaster in single coat on 50.00 SMT. 196.80

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) First Floor

25 Providing & laying10 mm. thick cement plaster in 124.00 SMT. 155.21

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

26 20mm thick sand faced cement plaster on walls upto 196.50 SMT. 337.52

height 10 metres above ground level 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

Second Floor

27 Providing throating or plaster drip and moulding to 20.00 RMT. 43.21

R.C.C. Chhajja.

28 Providing 20 mm deep finished groove in plaster in line 162.00 RMT. 30.30

and level etc. Comp. For all Floor

29 Providing and laying polished Granite Slab 18mm thick 16.50 SMT. 2377.54

in 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.

30 Providing and laying polished Granite Slab 18mm thick 40.50 SMT. 2408.85

in Risers 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 an

31 Providing and laying polished Kota stone slab flooring 5.20 SMT. 1084.29

over 20mm (Average) thick base of cement mortar 1:6

(1-cement : 6-coarse sand) or L.M. 1.1.5 laid over and

jointed with grey cement slurry including rubbing and

polishing etc. complete. (B) 30 mm thic

32 Providing and laying polished kota stone slab 25mm 1.00 SMT. 1103.86

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 includin

33 Providing and laying Vitrified tiles 8 to 10 mm thick , 72.00 SMT. 1099.95

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

cement.Soluble Salt PVT. Tiles in All Rooms.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

34 Providing and laying Vitrified tiles 8 mm thick , 24'' x 38.50 SMT. 1169.98

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 PVT. Tiles

in All Rooms.

35 Providing and laying white glazed tiles 6mm thick in 10.50 SMT. 891.90

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 cement.

With 3 mm Groov.

36 Providing and laying white glazed tiles 6mm thick in 43.50 SMT. 922.87

skrting risers of steps and dedo on 10mm thick cement

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

white cement slurry

37 Providing and fixing 37 mm thick flush door both sides 14.00 SMT. 4230.89

laminated 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 gra

38 Providing and fixing FRP frame size 125x65 mm and 20.20 SMT. 2615.04

35mm thick FRP shutter having extra reinforcement on

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

frame is to be filed up with injected polyurethene foam

done in situ alongwith embedded wooden pieces for

stiffening & also taking hinges & fintures. The whole

FRP frame & shutter is to be water proof weather proof,

termite proof & resistance to mild acid/alkali. Rates are

to be inclusive of S.S hinges with necessary screws &

alluminium S.S fixtures & fastenings & fastener sleeve.

39 Providing and fixing window having extruded aluminum 4.32 SMT. 1583.95

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

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

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

40 Providing and fixing window having extruded aluminum 8.10 SMT. 1713.69

Colour anodized section frame main outer size 63.50 x

38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two

track member size 61.85 mm x 31.75 mm x 1.20mm @

wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x

31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding

shutters of horizontal member size 40mm x 18mm x

1.29mm @ wt.of 0.456Kg/mt, vertical member of size

0.457 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.

41 Providing and fixing standared extruded of alluminium 1.50 SMT. 1175.55

section of size 63mm x 38.10mm x 1.2mm (Wt.

Kg/mt) with colour anodized alluminium frame for

ventilation with 5 mm thick frosted glass as details etc

complete for Ventilation

42 Providing and fixing M.S. grill of required pattern of 820.80 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

43 Applying two coats of Birla (white cement based) or 365.00 SMT. 121.96

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

of approved brand and manufacture on new wall surface

to give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign

matter and sand papered smooth. with Wall painting

(three coats) with plastic emulsion 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.

44 Applying two coats of Birla (white cement based) or 124.00 SMT. 127.51

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

of approved brand and manufacture on new Ceiling

surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and other

foreign matter and sand papered smooth. Ceiling

painting (three coats) with plastic emulsion paint of

approved brand and manufacture on undecorated Ceiling

surface to give an even shade including throughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

45 Finishing wall with weather proof exterior emulsion 196.06 SMT. 163.62

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. Priming: Apply a liberal coat of

exterior acrylic primer and allow it to dry for 4-5 hours.

Application of putty is not recommended. Minimum 4-6

hours duration is required between each coat of

weather shield max paint

46 Applying priming coat over new steel and other metel 4.00 SMT. 125.72

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

47 Steel work welded in built up sections, framed work 3.17 Quintal 9108.48

including cutting, hoisting, fixing in position and

applying a priming coat of red lead paint :-

(A) In beams and joints channels angles, column, tees,

flats with connecting plates or angle cleats as in

48 Providing and laying integral cement based water 124.00 SMT. 906.98

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 u

',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

49 Providing and laying broken chine mosaic flooring 124.00 SMT. 765.97

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

50 Providing and fixing Stainless Steel railing having 50 6.00 RMT. 3101.71

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

51 Providing and constructing sandwitch type Granite stone 3.00 RMT. 3542.07

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

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 and fixing kitchen platform trolley having 2.25 SMT. 17281.10

three drawers of SS (IS 304) of required size like thali,

katleri, perforated, partition, cupsosar type in kitchen

platform having drawer front side and backside by using

19mm thick all proof plywood of ( IS 710 ) quality all

side laminated etc. as directed. The size of SS (IS 304)

basket of size 4" to 18" for thali, dish, katleri, perforated,

partition, cupsosar type as directed including necessary

S.S. fittings, handles, nobs, telescopic channels, etc. as

53 Providing and fixing in position 300mm high,150mm 1.00 SMT. 707.00

wide English/Gujarati Letters made from 1.0mm thick

stainless steel sheet as directed by engineer in charge.

With all tools & plants etc. comp.

54 Providing and fixing G.I. pipe 35 x 35 x 3 mm with 2.40 SMT. 6277.15

Frame of 35x 35 x 3 mm horizontal support inculding of

Epoxy Paint, nesseory hardwares. as per architectural

detailed drawing and as directed by engineer in charge.

55 Providing and fixing wash down water closet (European 3.00 No 4307.01

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) (Seal and cover to be measured

and paid for separately)(A) vitreous China Pattern :(i) in

white colour, 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, 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,

With Jet spray heavy duty with S.S. Braided hose 60 cm

56 Providing and fixing washbasin with single hole for 3.00 No 2363.67

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,

57 Providing and fixing PVC SWR Nahni trap IS 14735 for 7.00 No 585.36

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.

58 Providing and fixing screw down bib taps of following 8.00 No 186.82

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

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

59 Providing & fixing of overhead shower 80 mm (3”) dia 3.00 No 1151.87

with 3 flow with Overhead Shower arm 200 mm with

wall flange complete (i) 15mm dia.,Providing and fixing

brass screw down stop tap.(A) 15mm dia.

60 Providing and fixing Kitchen sink with C.I. or M.S. 1.00 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)

61 Providing and fixing 600mm x 450mm bevelled edge 3.00 No 852.76

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.

62 Providing and fixing C.P. brass towel rail comlete with 3.00 No 616.42

C.P. brass brackets fixed to wooden plugs with C.P.

brass scews.(B) 600mm x 20mm size.

63 Providing and fixing 600mm x 120mm glass shelf with 3.00 No 534.81

C.P.brass bracket and guard rail complete mixed to

wooden plug with C.P. brass screws

64 Providing and fixing Gun metal check or non-return 2.00 No 420.63

fullway wheel valve. 25mm. dia.

65 Providing and fixing Gun metal check or non-return 2.00 No 663.42

fullway wheel valve. 40mm. dia.

66 Providing and fixing chromium plated brass half turn 3.00 No 263.77

flush cock of approved quality including fixing in pipe

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

67 Providing and fixing ball cock of approved. quality as 1.00 No 132.88

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

68 Providing laying and jointing in true line and level 36.00 RMT. 72.64

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.

69 Providing laying and jointing in true line and level 33.00 RMT. 91.83

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.

70 Providing laying and jointing in true line and level 30.00 RMT. 195.66

50mm 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

71 Providing and fixing concealed center point to wall 36.00 RMT. 170.35

ceiling & floor CPVC (SDR 13.5) PIPE having National

Sanitation Foundation (NSF) seal for potable water of

following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc.

complete.[A] 15 mm.

72 Providing and fixing concealed center point to wall 16.00 RMT. 253.82

ceiling & floor CPVC (SDR 13.5) PIPE having National

Sanitation Foundation (NSF) seal for potable water of

following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc.

complete. [C] 25 mm.

73 Providing and fixing concealed center point to wall 10.00 RMT. 660.61

ceiling & floor CPVC (SDR 13.5) PIPE having National

Sanitation Foundation (NSF) seal for potable water of

following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc.

complete. [F] 50mm.

74 Providing, laying and jointing in true line and level 110 34.00 RMT. 857.65

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.

75 Providing, laying and jointing in true line and level 160 20.00 RMT. 834.38

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 160 mm diametre x 210 mm

length x 196 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.

76 Providing and fixing S.W. gully trap with C.I. grating 4.00 No 1246.91

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

77 Constructing Brick masonry road gully chamber 500mm 4.00 No. 2017.19

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

horizontal grating wih frame complete.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

78 Constructing brick masonry chamber for underground 4.00 No 2932.92

C.I. Inspection chamber and bends with bricks having

crushing 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.

79 Providing laying (to level or slopes) and jointing 30.00 RMT. 254.89

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 d

80 Providing laying (to level or slopes) and jointing 20.00 RMT. 356.73

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.(C) 250 mm di

81 Providing laying (to level or slopes) and jointing 10.00 RMT. 678.01

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.(D) 300 mm di

82 Providing & fixing G.I. Rain water spout of 50 mm.dia 4.00 No. 101.90

& 30 cm length etc.

83 Providing and fixing in position cowel went to pipes.(C) 3.00 No. 505.17

84 Providing erecting and fixing double coated PVC. (ISI) 2000.00 Lit 3.94

water tank of required capacity each with all necessary

fittings and connection etc. complete on terrace.

85 Box cutting the road surface to proper slope and camber 65.81 CMT. 106.64

for making abase for road work including removing the

excavasted stuff and depositing on the road side slope as

directed up to 50 Mtr. Lead

86 Clearing and grubbing road land including uprooting 0.37 Hecter 28455.09

rank vegetation grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps of trees cut earlier

and disposal of unserviceable materials (C) By

mechanical means in area of light jungle

87 Supplying of crushed stone aggregates, chippings etc. of 32.90 CMT. 507.77

hard stone of following nominal size free of

disintegrated pieces deletarious and oraganic mater (for

Bitumen surface dressing etc.) and grading as per I.R.C.

Code.(ii) 40mm,50mm,25mm,20mm,12mm

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

88 Providing & laying cement concrete Pavement using 28.10 CMT. 7449.76

M.200 & Vaccuum Dewatering technique including

floating surface with a skim powder floater, curing with

Providing and laying 200 micron plastic sheet on

prepared sub base For V.D.S Concrete etc. complete.

89 Providing and fixing pre-cast Rubber Dye / steel Dye 32.00 SMT. 704.07

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to

IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line and

level as per guidlines of IRC : SP 63-2018 etc. Complete.

90 Providing and fixing pre-cast concrete kerb stone of gray 10.00 RMT. 370.68

cement based concrete block 30cm length,30cm height

and 15cm thick of M250 grade concret as per approved

design and including excavation for fixing in proper line

and level,filling the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

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. 35,54,020.55 Estimated Amount Put to tender.

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

Songadh Tapi- Vyara

Executive Engineer

Panchayat ( R&B) Division

Tapi- Vyara

SHEDULE B Page