Mukhyamantri Border Village Sarvangi Utkarsh Scheme 2025-26 Construction of Multy purpose centre and Library at Village. Rumkitalav Ta.Nijar, Dist.Tapi.

Item No. Quantity Unit Amount

Book of Specifications) Figures

1 Excavation for foundation upto 1.5 m depth including sorting 363.46 CMT. 120.00

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 including 238.00 CMT. 132.83

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead. (A) Loose or soft

soil ( II ) 1.5 To 3.0 MT Depth

3 Filling available excavated earth (Including rock in trenches 448.75 CMT. 133.65

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

in depth consolidating each deposited layer by ramming and

4 Providing & filling in plinth with murrum or yellow soil or 100.50 CMT. 296.29

ramming & consolidation etc. complete.

5 Filling in plinth with sand under floors including watering 38.93 CMT. 471.69

ramming, consolidating and dressing complete (A)

Foundation and plinth

6 Providing and laying cement concrete 1:2:4 (1-Cement : 2- 85.03 CMT. 3966.27

coarse sand : 4- hand Machine crushed stone aggregates

mmnominal size) and curing complete including cost of

formwork in (A) PCC

7 Providing and laying controlled cement concrete M.250 and 61.50 CMT. 4534.90

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)

8 Providing and laying controlled cement concrete M.250 and 12.00 CMT. 8213.32

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

9 Providing and laying controlled cement concrete M.200 and 14.50 CMT. 8175.95

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 and 11.50 CMT. 8217.20

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 First

11 Providing and laying controlled cement concrete M.200 and 5.50 CMT. 8258.46

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

Second Floor (Terrace Floor)

12 Providing and laying controlled cement concrete M.250 and 26.00 CMT. 6450.87

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 Plinth

SHEDULE B Page

Description of Item (With brif Specification And Reference to Rate in

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13 Providing and laying controlled cement concrete M.200 and 25.00 CMT. 6413.50

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 Floor

14 Providing and laying controlled cement concrete M.200 and 22.50 CMT. 6454.75

curing complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in All

Types of Beams,(E) Beam, First Floor

15 Providing and laying controlled cement concrete M.200 and 3.00 CMT. 6496.01

curing complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in All

Types of Beams,(E) Beam, Second Floor (Terrace Floor)

16 Providing and laying controlled cement concrete M.200 and 38.22 CMT. 6356.94

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

17 Providing and laying controlled cement concrete M.200 and 30.00 CMT. 6398.19

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 First Floor

18 Providing and laying controlled cement concrete M.200 and 4.00 CMT. 6439.45

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 Second Floor

(Terrace Floor)

19 Providing and laying controlled cement concrete M.200 and 3.50 CMT. 5964.05

curing complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in All

Types of Stair Case,All Thickness (C) Staircase Ground Floor

20 Providing and laying controlled cement concrete M.200 and 3.50 CMT. 6005.30

curing complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in All

Types of Stair Case,All Thickness (C) Staircase First Floor

21 Providing and laying controlled cement concrete M.200 and 2.50 CMT. 6713.47

curing complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in All

Thickness in Walls PARDI Ground Floor

22 Providing and laying controlled cement concrete M.200 and 0.50 CMT. 6754.72

curing complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in All

Thickness in Walls PARDI First Floor

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

curing complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in Lintel

upto Ground Floor

24 Providing and laying controlled cement concrete M.200 and 2.00 CMT. 6006.31

curing complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in Lintel.

upto First Floor

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Description of Item (With brif Specification And Reference to Rate in

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Book of Specifications) Figures

25 Providing and laying controlled cement concrete M.200 and 0.50 CMT. 6047.57

curing complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in Lintel.

upto Second (terrace) Floor

26 Providing and laying controlled cement concrete M.200 and 2.00 CMT. 7002.33

curing complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in Chajja.

Upto Ground Floor

27 Providing and laying controlled cement concrete M.200 and 2.00 CMT. 7043.58

curing complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in Chajja.

First Floor

28 Providing and laying controlled cement concrete M.200 and 0.50 CMT. 7084.84

curing complete inculding the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in Chajja.

Second (terrace) Floor

29 Providing and fixing TMT bars Fe-500D steel reinforcement for 36331.00 Kg . 77.84

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

complete upto floor two level ,Ground Floor, First Floor

Second Floor, Third Floor, Terrace Floor (all floor).

30 Carring out plinth treatment to post construction / existing 225.50 SMT. 83.48

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

liter give 1 % concrentration inclusive of one litre chemical

emulsion appication at the rate of 5 Litre chemical / Sqm

of surface is recommended as per I.S

31 Brick work using common brunt clay building bricks having 20.50 CMT. 4121.54

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

32 Brick work using common brunt clay building bricks having 99.99 CMT. 4403.39

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

33 Brick work using common brunt clay building bricks having 57.00 CMT. 4444.58

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

34 Brick work using common brunt clay building bricks having 29.50 CMT. 4485.77

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 Second Floor

(Terrace Floor)

SHEDULE B Page

Description of Item (With brif Specification And Reference to Rate in

Item No. Quantity Unit Amount

Book of Specifications) Figures

35 Half brick masonry in common brunt clay building bricks 23.12 SMT. 669.33

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

mortar 1:4 (1- Cement : 4 -coarse sand ) in (B) Conventional

Ground Floor

36 Half brick masonry in common brunt clay building bricks 21.50 SMT. 675.48

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

mortar 1:4 (1- Cement : 4 -coarse sand ) in (B) Conventional

First Floor

37 Providing 15mm thick cement plaster in single coat on Rough 588.98 SMT. 172.83

(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

38 Providing 15mm thick cement plaster in single coat on Rough 327.00 SMT. 196.80

(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

39 Providing 15mm thick cement plaster in single coat on Rough 133.50 SMT. 220.78

(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) Second Floor

40 Providing & laying10 mm. thick cement plaster in single coat 226.50 SMT. 155.21

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

41 Providing & laying10 mm. thick cement plaster in single coat 212.00 SMT. 177.07

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) First Floor

42 Providing & laying10 mm. thick cement plaster in single coat 24.50 SMT. 198.92

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) Second Floor

43 20mm thick sand faced cement plaster on walls upto height 10 709.00 SMT. 337.52

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

44 Providing throating or plaster drip and moulding to R.C.C. 81.00 RMT. 43.21

45 Providing 20 mm deep finished groove in plaster in line and 81.00 RMT. 30.30

level etc. Comp. For all Floor

46 Providing and laying polished Granite Slab 18mm thick in 38.00 SMT. 2377.54

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.

47 Providing and laying polished Granite Slab 18mm thick in 114.00 SMT. 2408.85

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

SHEDULE B Page

Description of Item (With brif Specification And Reference to Rate in

Item No. Quantity Unit Amount

Book of Specifications) Figures

48 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' 364.00 SMT. 1099.95

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.

49 Providing and laying Vitrified tiles 8 mm thick , 24'' x 24'' in 215.50 SMT. 1169.98

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.

50 Providing and fixing 37 mm thick flush door both sides 29.00 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

51 Providing and fixing FRP frame size 125x65 mm and 35mm 20.20 SMT. 2615.04

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.

52 Providing and fixing window having extruded aluminum Colour 61.05 SMT. 5629.41

anodized section frame main outer size 66.00 x 50.00 x

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 26.00 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 0.90 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.

53 Providing and fixing window having extruded aluminum Colour 27.00 SMT. 5998.91

anodized section frame main outer size 66.00 x 50.00 x

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 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 FIX

FASAD window.

54 Providing and fixing standared extruded of alluminium section 3.50 SMT. 1175.55

of size 63mm x 38.10mm x 1.2mm (Wt. 0.643 Kg/mt) with

colour anodized alluminium frame for ventilation with 5 mm

thick frosted glass as details etc complete for Ventilation Any

55 Providing and fixing M.S. grill of required pattern of windows 997.20 Kg. 116.15

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

SHEDULE B Page

Description of Item (With brif Specification And Reference to Rate in

Item No. Quantity Unit Amount

Book of Specifications) Figures

56 Applying two coats of Birla (white cement based) or (acrylic 969.00 SMT. 121.96

lapy- putty) or POP 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.

57 Applying two coats of Birla (white cement based) or (acrylic 463.00 SMT. 127.51

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.

58 Finishing wall with weather proof exterior emulsion paint on 708.86 SMT. 163.62

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

59 Applying priming coat over new steel and other metel surface 21.50 SMT. 125.72

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 matter.

60 Steel work welded in built up sections, framed work including 3.87 Quintal 9108.48

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

61 Providing and fixing in position callapsible steel shutters with 4.00 SMT. 6001.94

vertical channels 20 x 10 x 2 mm braced with flat iron diagonals

20 x 5 mm size with top and bottom rails of T_rin 40x 40 x

mm with 38mm dia, steel pulleys complete with bolts, nuts, locki

SHEDULE B Page

Description of Item (With brif Specification And Reference to Rate in

Item No. Quantity Unit Amount

Book of Specifications) Figures

62 Providing and laying integral cement based water proofing 248.00 SMT. 906.98

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 300 mm.size.The treatment is

carried along

63 Providing and laying broken chine mosaic flooring for 227.00 SMT. 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

64 Providing and fixing Stainless Steel railing having 50 mm dia 17.00 RMT. 3101.71

hollow stainless steel pipe as hand rail and 32 mm dia hollow

stainless steel pipe with combination of 10 cm long 16mm dia

pipe as per virtical supports 20 mm dia hollow stainless steel

65 Providing and fixing in position 300mm high,150mm wide 10.00 SMT. 707.00

English/Gujarati Letters made from 1.0mm thick stainless steel

sheet as directed by engineer in charge. With all tools & plants

etc. comp.

66 Providing & fixing 4mm thick ACP sheet fasad work with 166.80 SMT. 6024.65

design and drawing (ALUMINIUM COMPOSITE PANEL)

fixing with GI pipe 35x 50 x 3mm and clamp thick with

hardware and Alstone Colored Silicone Sealant fittings and

including scaffolding free frome wall Etc Comp.as per EIC and

67 Providing and fixing wash down water closet (European type, 10.00 No 4307.01

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 long.

68 Providing and fixing washbasin with single hole for pillar tap 8.00 No 2363.67

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,

SHEDULE B Page

Description of Item (With brif Specification And Reference to Rate in

Item No. Quantity Unit Amount

Book of Specifications) Figures

69 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 18.00 No 585.36

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.

70 Providing and fixing screw down bib taps of following size.(A) 10.00 No 186.82

Brass screw down bib tap polished bright. (i) 15mm dia.

71 Providing and fixing Urinal of approved quality including 8.00 No 1870.02

connection with trap and with integral longitudinal flush

pipe.(A) Squating plate pattern white earthenware 550mmx

300mm. Providing and fixing C.P. brass waste for washbasin or

sink. (A) 32mmdia.and with angle cock 15mm with waste pipe.

72 Providing and fixing 600mm x 450mm bevelled edge mirrror of 8.00 No 852.76

superior glass mounted on 6mm thick A.C. sheet or plywood

sheet and fixing to wooden pluge with C.P. brass screws and

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

wheel valve. 25mm. dia.

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

wheel valve. 40mm. dia.

75 Providing and fixing chromium plated brass half turn flush cock 10.00 No 263.77

of approved quality including fixing in pipe line etc.

complete.(ii) 25mm dia.

76 Providing and fixing ball cock of approved. quality as 2.00 No 132.88

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

77 Providing laying and jointing in true line and level 15mm dia. 60.00 RMT. 72.64

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.

78 Providing laying and jointing in true line and level 25mm dia. 50.00 RMT. 91.83

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.

79 Providing laying and jointing in true line and level 50mm dia. 30.00 RMT. 195.66

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 Reference to Rate in

Item No. Quantity Unit Amount

Book of Specifications) Figures

80 Providing, laying and jointing in true line and level 110 diametre 90.00 RMT. 857.65

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.

81 Providing and fixing S.W. gully trap with C.I. grating brick 2.00 No 1246.91

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

82 Constructing Brick masonry road gully chamber 500mm x 2.00 No. 2017.19

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

grating wih frame complete.

83 Constructing brick masonry chamber for underground C.I. 6.00 No 2932.92

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.

84 Providing laying (to level or slopes) and jointing reinforced 20.00 RMT. 254.89

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

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

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

86 Providing laying (to level or slopes) and jointing reinforced 50.00 RMT. 678.01

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

87 Providing & fixing G.I. Rain water spout of 50 mm.dia & 30 cm 4.00 No. 101.90

length etc.

88 Providing and fixing in position cowel went to pipes.(C) 100mm 4.00 No. 505.17

89 Providing erecting and fixing double coated PVC. (ISI) water 4000.00 Lit 3.94

tank of required capacity each with all necessary fittings and

connection etc. complete on terrace.

SHEDULE B Page

Description of Item (With brif Specification And Reference to Rate in

Item No. Quantity Unit Amount

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90 Providing and fixing concertina coil fencing with punched tape 120.00 RMT. 603.98

concertina coil 600 mm dia 10 mt openable length having 50 no

rounds per 6 mt length, upto 3mt height of requird shaped As

per Directed Engeenier in charge. placed 2.4mt or 3.00mt apart

and with 4 horizontal R.B.T. reinforced barbed wire(3 mm)

stud tied with G.I. staples and G.I. clips to retain horizontal,

including necessary bolts or G.I.barbed wire tied to angle iron&

necessary of paint all complete as per direction of Engineer-in-

charge, with reinforced barbed tape (R.B.T.)/Spring core (2.5

mm thick) and weight 43.478 gm/meter at compound wall for

ESR M4/ intakewell.

91 Box cutting the road surface to proper slope and camber for 113.05 CMT. 106.64

making abase for road work including removing the excavasted

stuff and depositing on the road side slope as directed up to

92 Clearing and grubbing road land including uprooting rank 0.66 Hect 28455.09

vegetation grass bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of

light jungle

93 Supplying of crushed stone aggregates, chippings etc. of hard 56.96 CMT. 507.77

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)

94 Providing & laying cement concrete Pavement using M.200 & 40.31 CMT. 7449.76

Vaccuum Dewatering technique including floating surface with

a skim powder floater, curing with Providing and laying

micron plastic sheet on prepared sub base For V.D.S Concrete

etc. complete.

95 Providing and fixing pre-cast Rubber Dye / steel Dye inter 108.10 SMT. 704.07

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

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.

96 Providing and fixing pre-cast concrete kerb stone of gray cement 35.00 RMT. 370.68

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.

97 Extra over items 24.44 for every additional depth of 0.1M. of 1.00 No 242.38

part thereof beyond 450mm depth for Brick masonry

chamber.(i) for 455mm x 610mm size.

98 Providing and supplying in standard length ISI marked rigid 20.00 RMT. 252.50

unplasticised PVC pipes suitable for portable water with ring fit

joint including cost of rings as per IS Specificastion No.

4985/1988 including all local and central taxes transportation

freight charges octroi inspection charges loading unloading

conveyance to the departmental stores and including cost of

jointing material etc. complete for 110 mm dia.

SHEDULE B Page

Description of Item (With brif Specification And Reference to Rate in

Item No. Quantity Unit Amount

Book of Specifications) Figures

99 Providing and supplying in standard length ISI marked rigid 10.00 RMT. 353.50

unplasticised PVC pipes suitable for portable water with ring fit

joint including cost of rings as per IS Specificastion No.

4985/1988 including all local and central taxes transportation

freight charges octoi inspection charges loading unloading

conveyance to the departmental stores and incluiding cost of

jointing materials etc. complete for 160 mm dia.

100 Providing and fixing C.I. Manhole cover 0.60 m x 0.45 m. size 6.00 No 958.16

having weight not less than 35 Kgs.

101 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1- 3.00 No 11042.74

cement :2-coarse sand : 4-graded stone aggregate 20mm

nominal size) foundation concrete 1:3:6 mix (1-cement : 3-

coarse sand :6-Brick bats 40 + 50mm size) inside plastering

15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse sand)

finished with a floating coat of neat cement and making

channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse

sand :4-stone aggregate 20mm nominal size) finished smooth

complete including curing and festing (i) Inside size 900mm x

1200mm and 1.5M. deep including C.I. cover with frame size

560mm diameter total weight of cover and frame to be not less

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A)

With 230mm thick walls of brick msonry using brick having

crushing strength not less than 35Kg. / Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type depth

Metre for 150mm diameter sewer.

102 (I) Extra rate for constructing B.B. masonry for every additional 2.00 No 522.95

depth of 0.1M. or Part thereof over item No.24.27 (I) for depth

from 0.9M to 1.5M.

103 Providing & fixing & making Table LxBxH (1.20 x 0.60 x 2.00 No 14624.80

0.75) using Ply Wood ISI Brand Using IS 710 Plywood ( 8mm,

10mm, 12mm, 19mm, & 25mm) Top with All side square top

for superior quality table with thickness of 25 mm.All the outer

& Inner surface cover by I.S.I. brand Sunmica of Formica

silicone ,bloom green or equivalent & inner 1.5mm thick

Laminate Sheet silicone or bloom or equivalent Brand.using

drawer channel of Hetich brand & handle s.s. matt & drawer

lock , including S.S Screws , necessary hardware etc. complete

including necessary polish, hardware and labour etc. As per

attached drawing & instructed by in charge Consultant. key

board tray, CPU stand Ebaco Brand, drawer cabinat,horizontal -

vertical cable cover, LEG frame )

104 Providing and fixing of OFFICE CHAIRS of pvc base and 4.00 No 3989.50

armrest,40 density high mould foam in seat and back,or mesh,

pu upholstry,multi funtional mechenism, bifma class IV gas lift

and p.a castors,REVOLVING chairs as per the specified

company of HOF, Feather light, Wipro, Godrej etc.as per

of architect or Engineer-in charge

SHEDULE B Page

Description of Item (With brif Specification And Reference to Rate in

Item No. Quantity Unit Amount

Book of Specifications) Figures

105 Providing & Fixing Double faced Main and add on unit M.S. 4.00 No 16392.30

multipurpose expandable storage rack in knock down design

with Adjustable 3 shelves making 4 compartments in both sides

of 20swg thick. TATA/Essar/Jindal sheet IS

Approximate size H-1524 X W-915 X D-535mm

● Storage shelf of 22swg thick. TATA/Essar/Jindal CRCA sheet

● All steel parts will be epoxy polyester powder coated to the

thickness not less than 50 microns finish after 10 tank anti-rust

treatment and B grade phosphating (in house) & same will be

demonstrated to the purchaser during pre-dispatch inspection.

● Bottom Frame of 25*25*1.21mm Thik, ERW Square MS

Tube With Adjustable Stud .With Extra 2 Book Support On

each Shelf

all work must be done As per Architect Drawing & Instructed

By Site Engineer (Double faced 5' height main bookracks)

106 Providing & Fixing Double faced Main and add on unit M.S. 4.00 No 15503.50

multipurpose expandable storage rack in knock down design

with Adjustable 3 shelves making 4 compartments in both sides

of 20swg thick. TATA/Essar/Jindal sheet IS

Approximate size H-1524 X W-915 X D-535mm

● Storage shelf of 22swg thick. TATA/Essar/Jindal CRCA sheet

● All steel parts will be epoxy polyester powder coated to the

thickness not less than 50 microns finish after 10 tank anti-rust

treatment and B grade phosphating (in house) & same will be

demonstrated to the purchaser during pre-dispatch inspection.

● Bottom Frame of 25*25*1.21mm Thik, ERW Square MS

Tube With Adjustable Stud .With Extra 2 Book Support On

each Shelf

all work must be done As per Architect Drawing & Instructed

By Site Engineer (Double faced 5' height Addon bookracks)

SHEDULE B Page

Description of Item (With brif Specification And Reference to Rate in

Item No. Quantity Unit Amount

Book of Specifications) Figures

107 Providing & Fixing single faced main unit and add on M.S. 2.00 No 12847.20

multipurpose expandable storage rack in knock down design

with Adjustable 3 shelves making 4 compartments of 20swg

thick. TATA/Essar/Jindal CRCA sheet IS

Approximant size H-1524 X W-915 X D-380mm

● Storage shelf of 22swg thick. TATA/Essar/Jindal CRCA sheet

● All steel parts will be epoxy polyester powder coated to the

thickness not less than 50 microns finish after 10 tank anti-rust

treatment and B grade phosphating (in house) & same will be

demonstrated to the purchaser during pre-dispatch inspection.

● Bottom Frame of25*25*1.21mm Thik, ERW Square MS Tube

With Adjustable Stud .With Extra 2 Book Support On Each

Shelf . all work must be done As per Architect Drawing &

Instructed By Site Engineer ( single faced 5' height main

bookracks)

108 Providing & Fixing single faced main unit and add on M.S. 2.00 No 11968.50

multipurpose expandable storage rack in knock down design

with Adjustable 3 shelves making 4 compartments of 20swg

thick. TATA/Essar/Jindal CRCA sheet IS

Approximant size H-1524 X W-915 X D-380mm

● Storage shelf of 22swg thick. TATA/Essar/Jindal CRCA sheet

● All steel parts will be epoxy polyester powder coated to the

thickness not less than 50 microns finish after 10 tank anti-rust

treatment and B grade phosphating (in house) & same will be

demonstrated to the purchaser during pre-dispatch inspection.

● Bottom Frame of25*25*1.21mm Thik, ERW Square MS Tube

With Adjustable Stud .With Extra 2 Book Support On Each

Shelf . all work must be done As per Architect Drawing &

Instructed By Site Engineer ( single faced 5' height Addon

bookracks)

109 Providing & making Qubical table with table top made of 19 36.00 No 10635.30

mm thick waterproof plywood ISO 710 and 40mm thick table

top border and other necessary functions, made out 19mm

waterproof plywood ISO 710. All outer surfaces would be

finished using 1.5mm thick laminate and internal surfaces would

be finished using 0.80mm thick laminate as approved by

architect. The vertical support of table would be made of 19mm

thick, waterproof plywood. The surface would be finished using

1.5mm thick laminate as approved by architect.including all

necessary premium quality hardware & fittings like screw,

buffer, hinges, handles, channels, stoppers, chains, bonding

material etc.AS per Architect Dtrawing & Instructed By Site

Engineer , aprox size: L 1.00* D 0.75* H 0.75 ,self Height

x 1.20 mtr . and front side partition 1.00 x 1.20 mtr.

SHEDULE B Page

Description of Item (With brif Specification And Reference to Rate in

Item No. Quantity Unit Amount

Book of Specifications) Figures

110 Providing and placing of Study Chair With Extra Support Of 70.00 No 2888.60

Pips Must Be required For Long Time Usage Chair Overall Size

(approx): H-83 x W-52 x D- 60 (cm)

Material Description: Seat & Back: Seat & back from hot

mould plywood of minimum 12 mm thickness of ergonomic

design to avoid back pain. Cushioning: PU foam having density

of 40 kg for back and 50kgs/m3 for seat. Average thickness of

foam not less than 50 mm + 10 mm Polly foam.

Tapestry: Minimum average weight required 400to490 gms per

sq. mtr,with average weight of 450 grams per square meter ●

Frame structure: 4 legs type Frame and handle for arm rest from

ERW prime quality tube of 14 swg, reinforced at all bends for

static and impact load with cushioning effect

● Finishing: All steel parts will be epoxy polyester powder

coated to the thickness not less than 50 microns finish after

tank anti-rust treatment and B grade phosphating (in house) &

same will be demonstrated to the Engineer incharge during pre-

dispatch Inspection.

● Product Shoud be Tested by approved BIFMA standard

laboratories confirming to ANSI/BIFMA X 5.1- 2002 Cl. No.

5,7,8,12,13,17 on functional requirement. Certificets Should be

submiting With Supply

,Without certificets Product Will Not Be Accepted.All work

must be done As per Architect Drawing & Instructed By Site

111 Providing & Fixing fitting ISO 710 12,8mm thick plywood 1.00 No 15503.50

(Brand Saras,Kitply,Uniply, Anchor, Green,Wood Stock or

century) magazine stand of Size 6' x 4' x 11' with 3" x 11/2"

vertical supporting and adjustable lag support and horizontal

simple 2" x 1" teakwood patti for magazine support with

necessary french polish hardware labour etc.as per site in

charges instruction and as per drawing. Full Height.

112 Providing & Fixing Reading table 4.00 No 12847.20

Table Size 2400 x 1200 x 760 with frame 50 x 35 x 2 mm thick

frame work with foot rest

Table top made with 19mm thick water proof plywood of ISO

710, with all sides border of 40 mm thick in 19mm thick ply

wood, single side seating system , with extra book shelf above

top , foot rest, All outer surfaces are to be laminated with

mm laminate and bottom of table are to be laminated with

0.80mm laminate sheet as approved by architect. Including all

necessary hardware & fittings such as screw, buffer, bonding

material etc.(Wall facing modular reading tables) . all work must

be done As per Architect Drawing & Instructed By Site

113 Providing & Fixing fitting ISO 710 12,8mm thick plywood 2.00 No 17675.00

(Brand Saras,Kitply,Uniply, Anchor, Green,Wood Stock or

century) Dressing table of Size 4' x 2'6" x 8' with 2 drawer

frame of teak wood support with cover by 1.00mm laminate with

marin fevicol necessary french polish hardware labour,drawer

channel,hendle etc.comp.as per site in charges instruction and as

per drawing. Full Height.

SHEDULE B Page

Description of Item (With brif Specification And Reference to Rate in

Item No. Quantity Unit Amount

Book of Specifications) Figures

114 Gypsum False Ceiling & wall Providing and fixing 12.5mm Th. 314.63 SMT. 1020.10

Gypsum Board Perforated sheet ceiling which includes

scaffolding, grid frame work of G. I. Perimeter channels of size

0.55 MM thick (having one flange and wed of 27mm ) along

with perimeter of ceiling, screw fixed to brick wall or and screw,

at 610mm centers then suspending G.I intermediate channels of

size 45mm (0.90mm thick with two size 4 size 45mm (0.90mm

thick with two flanges of 15mm each)from the soffit at 1220mm

centers with ceiling angle of width 25mm x 10mm x 0.55mm

0.5mm thickness having knurled web of 51.50 and two flanges

of 26mm each connecting clip and in direction perpendicular to

the intermediated channel at 457mm centers. 15.50mm tapered

edge gypboard (conforming to IS:2095-1982) is then screw

fixed to ceiling section with 25mm dry wall screw at 230mm

centers. Screw fixing is done mechanically either with screw

done mechanically either with screw driver or drilling machine

with suitable attachment. Grid false ceiling and center area of

room with using precoated P grid main reuuer of size : 32 x 24 x

0.30mm and cross section of size 32 x 24x0.30mm and laying

Gypsusm Tengular light weight calcium silicate tiles having

15mm dandified edges and 100% Humidity resistance

incombustible as per BS 476 Part IV with thermal conductivity

of- 043 w/m KC & NRC 0.50 and approved surface design in

suspended grid with all material and labour and Inculding

Scaffolding. as per instruction of engineer and as per detailed

drawing & image as directed by the Architect and as approved

by the Engineer in Charge.

One Crore Twenty Two Lac Fifty Six Thousand Five Hundred Seventeen Rupees and Twenty Paise

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. 1,22,56,517.20 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

Nizar Tapi- Vyara

Executive Engineer

Panchayat ( R&B) Division

Tapi- Vyara

SHEDULE B Page