GOVERNMENT GRANT

Name Of Work : CONSTRUCTION OF AANGANWADI BUILDING AT DIFFERENT DIFFERENT 4 PLACES AT

PRANTIJ NAGARPALIKA AT PRANTIJ.

Schedule-B1 : CONSTRUCTION OF ANGANWADI CENTRE AT PRANTIJ NAGARPALIKA AT PRANTIJ.

Sr. No. Description Quantity Unit Rate Amount

1 Excavation for foundation upto 1.5 m depth including sorting out 43.00 Cum 212.52

and stacking of useful materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil

2 Providing and laying cement concrete 1:5:10 (1- Cement : 5-Coarse 12.40 Cum 2763.59

sand :10- hand broken stone aggregates 40 mm nominal size) and

curing complete excluding cost of Foundation and Plinth formwork

3 Brick work using common burnt clay building bricks having crushing 41.00 Cum 4214.09

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B)

4 Filling in foundation and plinth with murrum or selected soil in 22.80 Cum 277.14

layers of 20cm. Thickness including watering, ramming and

consolidating etc. complete.

5 Filling in plinth with sand under floors including watering ramming, 5.00 Cum 481.70

consolidating and dressing complete

6 Providing & laying ordinary cement concrete M200 (1:1.5:3) (1 2.70 Cum 4841.87

Cement : 1.5 coarse sand : 3 graded stone aggregates 20mm nominal

size) for RCC coping and sill band including finishing smooth with

curing etc. complete including the cost of formwork but excluding

the cost of reinforcement for

7 Brick work using common burnt clay building bricks having crushing 23.30 Cum 4214.09

strength not less than 35Kg./Sq.Cm. for superstructure in cement

1:6 (1 cement 6 fine sand) including curing etc. complete.

8 Half brick masonry in common brunt clay building bricks having 12.00 Sqm 629.80

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-

Cement : 4 - coarse sand ) in foundation and plinth (B) Conventional

9 Providing and laying ordinary cement concrete 1:2:4 (1-Cement 2- 0.20 Cum 9526.88

coarse sand : 4- graded stone aggregates 20 mm

nominal size) for R.C.C lintel including finishing smooth with,curing

etc. complete including the cost of formwork but excluding the cost

10 Providing and laying ordinary cement concrete 1:2:4 (1-Cement 2- 0.80 Cum 12705.56

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

finishing smooth with,curing etc. complete

including the cost of formwork but excluding the cost of

reinforcement for

R.C.C work in (B) COLUMNS: (iii) Having cross-sectional area more

than 0.12Sq.M and upto 0.18 Sq.M

11 Providing & laying ordinary cement concrete M200 (1:1.5:3) (1 0.20 Cum 7016.24

cement : 1.5 coarse sand : 3 graded stone aggregates 20mm nominal

size) for reinforced concrete chajja not exceeding 10 cm thickness

finishing the exposed surfaces with cement mortor1:3 (1: cement :3 :

fine sand) to give a smooth and even surface centering and form

work and curing etc complete excluding

the cot of reinforcement.

12 Providing & laying ordinary cement concrete M200 (1:1.5:3) (1 6.40 Cum 7258.19

cement : 1.5 coarse sand : 3 graded stone aggregates 20mm nominal

size) and finishing smooth with curing etc. complete including the

cost of formwork but

excluding the cost of reinforcement for RCC SLAB.

13 Providing & laying ordinary cement concrete M200 (1:1.5:3) (1 2.20 Cum 8035.64

coarse sand : 3 graded stone aggregates 20mm nominal size) and

finishing smooth with curing etc. complete including the cost of

formwork but excluding the cost of reinforcement for RCC BEAM.

14 Providing TMT Bar FE 415 reinforcement for R.C.C. work including 1020.00 Kg 68.33

binding and placing in position complete upto floor two level

15 Providing 15mm thick cement plaster in single coat on Rough 240.00 Sqm 165.02

(Similar)side of single or half brick walls for interior plastering upto

floor two level and finished even and smooth in (ii) Cement mortar

1:4 (1-cement :4-sand)

16 Providing 10mm thick cement plaster in single coat on 75.00 Sqm 121.94

brick/concrete walls for interior plastering upto floor two level and

finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-

17 20mm thick sand faced cement plaster on walls upto height 10 206.00 Sqm 315.69

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.

18 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 20.00 Sqm 1467.72

(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on

new surface or fixing on existing flooring by adhesive material

including dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for antiskit

19 Providing and laying white glazed tiles 6mm thick in flooring 1.40 Sqm 963.12

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

20 Providing and laying white glazed tiles 6mm thick in skrting risers of 12.40 Sqm 1127.48

and dedo on 10mm thick cement plaster 1:3 (1-cement : 3- coarse

sand) and jointed with white cement slurry

21 Providing & laying vitrified tiles (full body, matt finish) 600×600 15.50 Sqm 1436.22

base, adhesive, cutting, jointing etc. complete

22 Providing 50 mm thick IPS flooring with color pigment, including 6.64 Sqm 171.70

laying, finishing, curing complete

23 Providing and laying integral cement based water proofing 50.00 Sqm 695.79

treatment including preparation of surface as required for treatment

of roofs, balconies, terraces etc consisting of following operations:

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of

cement admixed with water proofing compound conforming to IS.

2645 and approved by Engineer-in-charge over the RCC slab

including adjoining walls upto 300 mm height including cleaning the

surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats

mm to 115 mm size with 50% of cement mortar 1:5 (1 cement :

coarse sand) admixed with water proofing compound conforming to

IS : 2645 and approved by Engineer-in-charge over 20 mm thick

layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed

with water proofing compound conforming to IS : 2645 and

approved by Engineer-in-charge to required slope and treating

similarly the adjoining walls upto 300 mm height including rounding

of junctions of walls and slabs.

(c) After two days of proper curing applying a second coat of cement

slurry using 2.75 kg/ sqm of cement admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-in-

(d) Finishing the surface with 20 mm thick jointless cement mortar

of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-in-

charge including laying glass fibre cloth of approved quality in top

layer of plaster and finally finishing the surface with trowel with

neat cement slurry and making pattern of 300x300 mm square 3 mm

24 Finishing wall with weather proof exterior emulsion paint on wall 200.00 Sqm 114.53

surface (two coats) to give an required even shade after thoroughly

brushing the surface to remove all dirt, and remains of loose

materials etc complete

25 From Header to Rain Water Harvesting system 6.00 Rmt 835.15

Providing, laying and jointing in true line and level 110 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

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.

26 Construction of an under ground masonry water tank of size 2000.00 Lit 5.95

2000 litre capacity as per the approved drawing & design

27 Construction of twin leach pit system consisting of two circular leach 1.00 No 19372.81

pits of internal diameter 1.0 m and depth 1.5 m each, connected

through a properly designed junction chamber, including excavation

in all types of soil, providing and laying PCC 1:4:8 in foundation,

constructing honeycomb brick masonry in CM 1:5 for pit lining,

plastering inside of junction chamber in CM 1:4, providing and fixing

RCC cover slabs (100 mm thick) with reinforcement, supplying and

laying 100 mm dia PVC pipes with necessary fittings, and all other

incidental works such as backfilling, curing, finishing, etc., complete

as per approved drawing, design, and direction of Engineer-in-

28 Providing & fixing Indian type W.C. pan (Orissa pattern) size 350 × 1.00 No 1818.00

500 mm (child friendly) including P/S trap

29 Construction of a cooking platform 60 cms wide of 30 mm thick 1.30 Sqm 2287.65

stone with brick masonary supports including the approved quality

stainless steel sink of size 600*400*150 mm including fixing the sink

in the stone platforn with waste pipe and kotah stone shelves as per

the drawing and design etc.complete

30 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 20.00 Rmt 339.05

pressure poluthene pipes of the following outside Dia. Low densidy,

complete with special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.(G)110 mm

31 Constructing brick masonry chamber for underground C.I. Inspection 1.00 No 2932.93

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.

32 Providing and fixing S.W. gully trap with C.I. grating brick masonry 2.00 No 1246.92

and water tight C.I. cover with frame of 300mm x 300mm size

standard weight.(i) Square mouth traps.(B) 150mm x 100mm size P

33 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 2.00 No 599.64

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.

34 Providing & fixing vitreous china long pattern white colour water 1.00 No 982.13

squatting pan(Indian type W.C.Pan) size 580mm including , foot

rests,G.I inlet connection for flush pipe and P or S trap etc. complete.

35 Providing & fixing vitreous china flat washbasin 550mm*400mm 2.00 No 1484.89

single hole for piller tap with C.L or M.S. brackets painted white

including cutting holes and making good the same including, 15mm

brass screq down stop tap, piller tap, capstan head, screw, shanks

and back nuts 32 mm dia.

C.P brass waste & M.I. fisher union

36 Providing laying and jointing in true line and level 25mm dia.U.P.V.C. 20.00 Rmt 91.84

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.

37 Providing laying and jointing in true line and level 15mm dia. 25.00 Rmt 72.65

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.

38 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 3.00 Rmt 280.23

pressure polythene pipes of the following outside Dia. Low densidy,

complete with special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.(F) 75mm

39 Providing and fixing in position cowel went to pipes.(B) 75mm dia. 1.00 No 393.04

40 Providing and fixing Gun metal check or non-return fullway wheel 1.00 No 420.63

41 Providing and fixing Gun metal check or non-return fullway wheel 1.00 No 186.83

42 Providing and fixing screw down bib taps of following size.(B) Brass 3.00 No 186.83

chromium plated screws down Bib Tap. (i) 15mm dia.

43 Providing and fixing ball cock of approved. quality as directed.(A) 1.00 No 132.89

Metal (i) 25mm dia.

44 Providing erecting and fixing double coated ISI water tank of 500.00 Lit 5.19

capacity each with all necessary fittings and connection etc.

complete on terrace

45 Providing & fixing aluminium sliding windows with glass, frame, 3.47 Sqm 2222.00

handles, locking arrangement complete

46 Providing & fixing aluminium operable louvers (top, bottom & 6.47 Sqm 3232.00

ventilations) with frame, blades, SS pivot, complete

47 Providing & fixing MS grill with vertical bars including welding, 199.00 Kg 90.90

fixing and painting complete

48 Providing & fixing MS doors with frame including fabrication, hinges, 4.22 Sqm 3535.00

locking arrangement, painting complete

49 Providing & fixing PVC doors with frame including fittings complete 3.06 Sqm 2020.00

50 Providing & fixing granite jambs with trapezoidal chajju (300 mm to 13.15 Sqm 3535.00

150 mm) including horizontal support member, 20–25 mm thick,

51 Providing & fixing door fixtures (locks, handles, tower bolts, 4.00 Each 1515.00

stoppers etc.) complete

52 Providing & fixing mosquito mesh for windows & ventilations 9.94 Sqm 404.00

53 Providing & making educational wall painting (fruits, animals, 100.00 Sqm 252.50

activity scenes etc.) as per approved design including all materials,

colours, artist labour complete

Total ( B1 ) :-

Schedule-B2 :CONSTRUCTION OF COMPOUND WALL AT ANGANWADI CENTRE AT PRANTIJ NAGARPALIKA

Sr. No. Description Quantity Unit Rate Amount

1 Brick work using common burn clay building brick having crushing 6.00 Cum. 4214.09

strength not less then 35Kg/Sq,Cm, in for super structure above

plinth level up to floor level in cement mortar 1:6 (1

cement, 6 sand) Conventional.

2 TMT Bar FE 415 reinforcement for R.C.C. work including bending 330.00 Kg. 68.33

binding & placing in position

complate up to floor level.

3 Providing and fixing 1.20 Metre high fencing with 2.0 Metre long 56.00 Rmt 391.93

M.S. Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed

at 2.5 Mt,C/c. with five Horizontan lines and two diagonals of

galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre,

strained and fixed to posts with G.I,staples including fixing the

postsin ground with 0.5 M x 0.5.M x 0.5 M. block in

C.C1:5:10 etc complete.

4 Providing and Fixing M. S. Iron compound gate including usingangles 5.04 Sq.m 2932.93

flats etc. as per detailed design including welding and oil painting in

coats of red oxide etc comp.

5 Providing 15mm thick cement plaster in single coat on Rough 70.00 Sq.m 185.41

(Similar)side of single or half brick walls for interior plastering upto

floor two level and finished even and smooth in (i) Cement mortar

(1-cement:3-sand)

6 Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and 8.00 Cu.M 1561.19

getting out the soil and disposal of the surplus excavated soil as

directed within a lead of 50 Meter for following diameter of

pipes.(iii) 300 mm

7 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- 1.30 Cum. 8593.80

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

finishing smooth with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement for R.C.C work in

(A) BEAMS :(i) Having cross-sectional area 0.05 to 0.08 Sq.M

8 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- 0.90 Cum. 12335.51

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

finishing smooth with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement for R.C.C work in

(B) COLUMNS: (i) Having cross-sectional area 0.05 to 0.08 Sq.M

9 Providing & laying Cement Concrete 1:2:4 (1 cement, 2 course sand, 1.70 Cum. 3758.19

4 graded stone, aggrigrate, 20mm nominal size.) & curing complate

excluding the cost of formwork in (a)

foundation & plinth for piles.

10 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse 0.50 Cum. 4101.78

sand : 6- crushed stone aggregates 20 mm nominal size) and curing

complete including cost of formwork in (A) Wall

Caps / Coping (upto 10 ton).

11 Colour washing with lime on wall surface (three coast) over and 70.00 Sq.m 21.38

including a primer coat of white washing to give an even shade after

thoroughly brooming the surface to remove all dirt, dust,

mortar drops and other foreign matter.

Total ( B2 ) :-

Schedule-B3 :PROVIDING SUPPLYING AND ERECTION OF ELECTRIFICATION WORK AT ANGANWADI CENTRE

AT PRANTIJ NAGARPALIKA AT PRANTIJ.

Sr. No. Description Quantity Unit Rate Amount

1 Providing and erecting Approved make Ceiling fan with double ball 3.00 Each 1883.65

bearing ISI mark with condenser A.C. 23OV.50 c/s.1200 mm. sweep

complete, canopy erected on existing hook or clamp with earthing.

[Make shall be approved by Engineer in charge]

2 Approved make CFL. Non-Retrofit 9/11 Watt erected if required 4.00 Each 65.65

3 Providing & erecting approved make LED batten fitting (20W) 4.00 Each 222.20

complete with electronic driver, suitable for 230V A.C. supply,

including fixing on wall/ceiling with necessary connections, testing

and commissioning as directed by Engineer- in-charge

4 providing and erecting Miniature circuit breaker single pole 6A to 4.00 Each 131.30

25A suitable to operate on 240 V A.C. system and having breaking

capacity 10 KA to be erected in existing box. confirming to IS

8828/1996 with ISI Mark

5 Point wiring for Light / Fan/ Bell/ Primary Point with 2-1.5 sq. mm 30.00 Point 553.48

& earth wire of 1.5 sq. mm (green) both are of ISI marked 1.1 kv

grade FRLS PVC insulated multi strand copper wires upto max length

of 10 mt, in below type of pipe erected with 6A Tissino Type ISI

marked flush type switch / bell push and accessories erected on

Metal / PVC/Wooden Box covered with 3 mm thick

PC(Polycarbonate) /Acrylic/Laminated sheet. with necessary Lamp

holder/ceiling rose / H.D.Connector as directed b) with 16 swg(1.6

mm thick) HGS metal conduit pipe and accessories painted black

erected flushed on wall/ceiling complete

6 Providing & erecting open well type horizontal mono block pump set 1.00 Each 9362.70

with stainless steel body having following specification (A) 0.5 H.P.

single phase open well motor pump set having discharge of 115 LPM

@ 15 mtr. head suitable for 32 mm dia.delivery pipe with control

7 Providing and erecting approved make 2.00 Each 1616.00

C.F.L out door type street light fitting side entry with clear acrylic /

plastic cover electronic ballast high circuit P.F. weather proof design

(IP 65) THD less than 10% rust free fitting components mounted in

powder coated CRCA / Al. housing with lead wire & with Non

Retrofit CFL tube complete.[a] With One CFL tube 9 / 11/ 13 /

watt Non Retrofit with ballast & Holder

8 Outdoor street light fitting side entry with clear acrylic /plastic / 3.00 Each 1111.00

polystyrene cover complete with starter, polyester choke copper

wound complete erected with 40/36 watt tube holders. with lead

wire and connections.(a) With 1 tube 40 watt.120 cms

9 Supplying & erecting funnel type earthing having earth plate of 1.00 Each 9292.00

following size burred in specifically prepared earth pit 3 mtr. below

ground with 40 kg. charcoal and salt with alternate layers of

charcoal & salt, 20mm.dia.G.I. pipe with Funnel with a wire mesh for

watering & bricks masonry block,

C.I. Cover complete as per para 7.3 of IS 3043 with necessary length

of double Galvanised Iron / copper earth wire No 6 SWG bolted with

lug to the plate and covered in 12 mm dia. G.I. pipe 2.5 mtr long

complete connected to the nearest switch gear with end socket as

per direction & duly tested by earth tester confirming to IS (As per

drawing) with following specification

10 Providing & erecting approved make wall mounted fan (400 mm 1.00 Each 1818.00

sweep) with double ball bearing, suitable for 230V A.C. supply,

including fixing on wall with bracket, wiring, testing and

commissioning complete as directed by Engineer-in-charge

Total ( B3 ) :-

Schedule-B4 : PROVIDING, SUPPLYING AND ERECTION OF FURNITURE WORK AT ANGANWADI CENTER AT

PRANTIJ NAGARPALIKA, PRANTIJ.

Sr. No. Description Quantity Unit Rate Amount

1 Providing and Fixing SS 304 Foldable Checking bed having size 1.50 1.00 No 6060.00

X 0.60 X 0.75 mm including using of 25mm dia pipe, SS 2mm thick,

matter of 25.4 (1") of 40 density, cover with regine cloth of approved

quality etc completed as directed by Engineer

2 Providing and Placing IT wood writing table having size 1.50 X 0.75 1.00 No 15150.00

X 0.75 mt with one side drawer with using of 19mm thick WP wood,

top cover with 1 mm thick wood type Formica including using of all

necessary material & labour etc completed as directed by Engineer

3 Providing and fixing Fabric cloth Curtain having length 1.8 mtr for 6.75 Rmt 858.50

covering of checking area including using of alluminum sliding

channel etc complete as directed by

Engineer incharge.

4 Providing and Fixing of SS 304 Hanger for bag including using all 20.00 No 252.50

necessary materials like SS rail, screw etc completed as directed by

Engineer Incharge.

5 Providing and Fixing pin cushion display board having size 1.20 X 1.00 No 606.00

0.75 mt including using of alluminum section frame, 18mm thick WB

plywood, nevy blue Cushion cloth pin etc completed as directed by

6 Providing and fixing PVC modular kitchen cabinet consisting of base 2.32 Sqm 7575.00

and wall units, made from high quality rigid PVC boards (minimum

15–18 mm thick), including shutters, shelves, drawers, SS hinges,

telescopic channels, handles, magnetic locks, necessary fittings,

cutting, fixing, complete as per design and direction of

7 Providing and fixing foldable MS ladder having 0.90mt wide & 48.60 Kg 110.77

3.60mt long including rod hinge arrangment at middle with ladder

including one coat of red oxide & two coats of oil paint etc completed

as directed by Engineer incharge.

8 Providing and fixing of hook of 10mm or 12mm dia including drilling 1.00 No 303.00

hole, fixing of male- female thrade fastner sealing the same with

appoxy compound, finishing the same etc complete as directed by

9 Providing and fixing medical device & equipment standio meter 1.00 No 1414.00

height measuring scale 2.10mt long including fixing in wall with

using of all heavy SS screw, rail etc complete as directed by Engineer

10 Providing and supplying standard PVC (Polyvinyl chloride) Chair 2.00 No 1010.00

with handle of approved design and make as directed by

Engineer incharge.

11 Providing and supplying standard PVC (Polyvinyl chloride) Stool 2.00 No 606.00

having size 3.75 X

0.60 X 0.45mtr of approved make as directed

by Engineer incharge.

12 Providing & fixing ABC type fire extinguisher 4 kg ISI marked 1.00 No 1515.00

13 Rain Water Harvesting 1.00 L/S 23000.00

14 LED Screen 1.00 L/S 15000.00

15 RO Machine 1.00 L/S 10000.00

16 Additonal Building Work 1.00 L/S 60000.00

(Utility Area, Additional Stoage in Main Hall and Store Room)

17 Additional Exterier Development 1.00 L/S 111000.00

(Play Area + Maze, Sensory Wall, Pavallion + Outdoor Classroom,

Overall Softscaping, Overall hardscaping, Overall landscaping, Outer

Graphics Paintings)

Total ( B4 ) :-

Schedule-B5 : CONSTRUCTION OF RAMP WITH RAILING WORK AT ANGANWADI CENTER AT PRANTIJ

NAGARPALIKA, PRANTIJ.

Sr. No. Description Quantity Unit Rate Amount

1 Excavation in foundation in ordinary soil 1.50 m³ 151.50

2 Providing PCC 1:4:8 in foundation 0.50 m³ 4545.00

3 Brick masonry in CM 1:5 in foundation & plinth 0.80 m³ 5050.00

4 Cement plaster 12–15 mm thick in CM 3.60 m² 214.12

5 Providing & laying vitrified tile flooring (light shade) 3.60 m² 1331.18

6 Tactile tiles (Directional/Warning) 3.60 m² 1212.00

7 Providing & fixing MS / pipe railing with painting 6.00 Rmt 1212.00

Total ( B5 ) :-

Total Say 1Nos (B1 to B5 ) :-

Total Say 4 Nos:-