NGP Yojna 2025-26, Construction of Library Building At Various Village of Nanapondha&Kaprada Taluka Dist.Valsad. (KPR/Library-01 Total 3 Nos) 1.Burval 2. Chandvegan 3. Manala

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 171.00 CMT. 117.07

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 100.50 CMT. 129.80

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 231.00 CMT. 130.39

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 or 82.50 CMT. 289.06

ramming & consolidation etc. complete.

5 Filling in plinth with sand under floors including 39.00 CMT. 460.18

watering ramming, consolidating and dressing

complete (A) Foundation and plinth

6 Providing and laying cement concrete 1:2:4 (1-Cement : 2- 57.00 CMT. 3855.17

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 22.50 CMT. 4419.76

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. 7963.85

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 7.50 CMT. 7927.49

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 1.50 CMT. 7967.58

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 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

11 Providing and laying controlled cement concrete M.250 13.50 CMT. 6265.03

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

12 Providing and laying controlled cement concrete M.200 13.50 CMT. 6269.77

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 24.00 CMT. 6229.68

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 1.50 CMT. 5795.38

and curing 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 controlled cement concrete M.200 4.50 CMT. 5618.63

and curing 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 11365.50 Kg . 76.24

reinforcement for 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).

17 Brick work using common brunt clay building bricks 34.50 CMT. 4021.02

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

18 Brick work using common brunt clay building bricks 58.50 CMT. 4295.99

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 12.00 CMT. 4336.18

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 bricks 48.00 SMT. 653.00

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

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

21 Providing 15mm thick cement plaster in single coat on 415.50 SMT. 153.19

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 52.50 SMT. 176.58

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

23 Providing & laying10 mm. thick cement plaster in single 165.00 SMT. 140.94

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 514.50 SMT. 300.65

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

25 Providing throating or plaster drip and moulding to R.C.C. 60.00 RMT. 42.16

26 Providing 20 mm deep finished groove in plaster in line 60.00 RMT. 30.30

and level etc. Comp. For all Floor

27 Providing and laying polished Granite Slab 18mm thick in 7.50 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. complete.

28 Providing and laying polished Granite Slab 18mm thick in 49.50 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

29 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' 142.50 SMT. 1073.12

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.

30 Providing and laying white glazed tiles 6mm thick in 115.50 SMT. 1073.90

skrting risers of steps and dedo on 10mm thick cement

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

white cement slurry

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 37 mm thick flush door both sides 9.00 SMT. 3737.00

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 grade I type II

including Stainless steel decorative type designs fixtures /

fastening 2Nos. Handles, 2Nos. Aldropes, towerbolt

etc.including I.T.W. triangular batten patti of size

30m.m.x30m.m.etc. as per architectural detailed drawing

and as directed by engineer in charge.

32 Providing and fixing FRP frame size 125x65 mm and 20.16 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.

33 Providing and fixing window having extruded aluminum 12.00 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.

34 Providing and fixing standared extruded of alluminium 3.00 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

35 Providing and fixing M.S. grill of required pattern of 443.49 Kg. 111.60

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

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

36 Applying two coats of Birla (white cement based) or 352.59 SMT. 161.45

(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.

37 Applying two coats of Birla (white cement based) or 165.00 SMT. 166.87

(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.

38 Finishing wall with weather proof exterior emulsion paint 514.50 SMT. 160.59

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

39 Applying priming coat over new steel and other metel 9.00 SMT. 122.49

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 matter.

40 Steel work welded in built up sections, framed work 2.43 Quintal 9047.86

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

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

41 Providing and laying integral cement based water proofing 165.00 SMT. 854.46

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

42 Providing and laying broken chine mosaic flooring 165.00 SMT. 747.28

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

43 Providing and fixing wash down water closet (European 6.00 No 4248.45

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 long.

44 Providing and fixing washbasin with single hole for pillar 6.00 No 2384.71

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,

45 Providing and fixing PVC SWR Nahni trap IS 14735 for 12.00 No 571.08

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 9.00 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

47 Providing and fixing 600mm x 450mm bevelled edge 6.00 No 833.73

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.

48 Providing and fixing Gun metal check or non-return 6.00 No 420.63

fullway wheel valve. 25mm. dia.

49 Providing and fixing chromium plated brass half turn flush 6.00 No 263.77

cock of approved quality including fixing in pipe line etc.

complete.(ii) 25mm dia.

50 Providing and fixing ball cock of approved. quality as 3.00 No 132.88

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

51 Providing laying and jointing in true line and level 15mm 18.00 RMT. 72.64

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.

52 Providing laying and jointing in true line and level 25mm 96.00 RMT. 91.83

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.

53 Providing, laying and jointing in true line and level 110 57.00 RMT. 836.73

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.

54 Providing and fixing S.W. gully trap with C.I. grating brick 6.00 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

55 Constructing Brick masonry road gully chamber 500mm x 6.00 No. 2017.19

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

56 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.

57 Providing laying (to level or slopes) and jointing 15.00 RMT. 248.67

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

58 Providing laying (to level or slopes) and jointing 30.00 RMT. 665.47

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

59 Providing & fixing G.I. Rain water spout of 50 mm.dia & 6.00 No. 101.90

30 cm length etc.

60 Providing and fixing in position cowel went to pipes.(C) 3.00 No. 501.86

61 Providing erecting and fixing double coated PVC. (ISI) 3000.00 Lit 3.94

water tank of required capacity each with all necessary

fittings and connection etc. complete on terrace.

Rupees Fifteen Lakh TwentyOne Thousand Six Hundred SeventyFive Paise ThirtyTwo Only

SHEDULE B Page