SJMMSVY-UDP-88-2025-26 GRANT

CONSTRUCTION OF CIRCLE AND PUBLIC TOILET AT CHAKLASI NAGARPALIKA AREA AT

CHAKLASI. UNDER SJMMSVY-UDP-88-2025-26 GRANT

Description Quantity Unit Rate Amount

SCHEDULE-B1:-DEVELOPMENT OF CIRCLE AT CHAKLASI MAIN GATE AT CHAKLASI.

1 Scarifying gravelled macadam or bitumen 7.07 Sq.M. 39.63

macadam surface 6 cm to 10 cm.depth including

stacking useful materials on road side and

disposing off remaining stuff.

2 Excavation for foundation upto 1.5 m depth 18.84 Cu.M. 263.09

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(D) Soft rock not requiring

3 Providing and laying cement concrete 1:3:6 ( 1: 2.70 Cu.M. 3005.76

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation & Plinth

4 Brick work using common burnt clay building 11.40 Cu.M. 4051.78

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

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

5 Brick work using common burnt clay building 3.24 Cu.M. 4092.27

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

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

Conventional Extra for brick work in

superstructure above floor two level (B)

6 20mm thick sand faced cement plaster on walls 34.91 Sq.M. 335.66

upto 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.

7 Providing and fixing M.S. grills of required pattern 3219.12 Kg. 101.18

to wooden frame of windows with M. S. flat at

required spacing & frame alround, square or

round bars with round bars with round headed

bolts and nuts or by screws.(Plain grill)

8 Painting Three coats ( including One Coat priming 80.48 Sq.M. 122.98

coat & Two Coat enamal Paint) on new steel and

other metal surface with snthetic enamel paint

,brushing to give an even shade including cleaning

surface of all dirt, dust and other foreign matter.

9 Providing and laying Granite Slab (18 mm thick) 1 18.97 Sq.M. 2911.44

side Polished flooring over 20mm (average)base

of cement mortar 1:6 (1-cement : 6 coarse sand)

or L.M. 1:1.5(1- lime putty : 1.5 - coarse sand) laid

and jointed with gray cement slurry including

rubbing and polishing complete.

10 Filling available excavated earth (excluding rock) 12.81 Cu.M. 130.40

in trenches. plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth consolidating

each disposited layer by ramming and watering

11 Filling in foundation and plinth with murrum or 5.22 Cu.M. 282.03

selected soil in layers of 20cm. thickness including

watering, ramming and consolidating etc.

12 Trenching in ordinary soil up to a depth of 60 cm 4.24 Cu.M. 78.89

including removal and stacking of serviceable

materials and then disposing of surplus soil, by

spreading and neatly levelling within a lead of

m and making up the trenched area to proper

levels by filling with earth or earth mixed with

sludge or / and manure before and after flooding

trench with water (excludingcost of imported

earth, sludge or manure).

13 Supplying and stacking of good earth at site 1.06 Cu.M. 520.76

including royalty and carriage upto 5 km lead

complete (earth measured in stacks will be

reduced by 20% for payment)

14 Grassing with selection No. 1 Doob grass including 7.07 Sq.M. 13.44

watering and maintenance of the lawn for 30 days

or more till the grass forms a thick lawn, free from

weeds and fit for mowing including supplying

needed (the grass and good earth shall be paid for

With grass Turf

15 Providing and displaying of Croton Petra 5.00 Nos 347.44

Bangalore variety having ht. 60 cm to 75 cm with

4 to 6 branches, well developed, fresh and healthy

colorful leaves in 25 cm size of Earthen pot/Plastic

pot & as per direction of the officer-in-charge.

16 Proving ,suppling and fixing of statue of God or 1.00 Nos 544390.00

any iconic personility which will directed by

engineer incharge in black stone (size of statue is

6'0" x 3' 0") with all necessary fixing material and

labour etc complete on site as directed by

engineer in charge.

Net Total B1 :-

SCHEDULE-B2:-CONSTRUCTION OF TOILET BLOCK AT PHC BUILDING AT CHAKLASI.

1 Demolition of Brick work and stone masonry 14.00 Cu.M. 536.09

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

2 Excavation for foundation upto 1.5M depth 44.10 Cu.M. 203.83

including sorting out and stacking of useful

materials and disposing of the excavated stuff

upto 50 Meter Lead.

Loose or Soft Soil.

3 Providing and laying cement concrete 1:3:6 ( 1: 5.07 Cu.M. 3005.76

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation & Plinth

4 Providing and laying controlled cement concrete 14.04 Cu.M. 4235.01

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base

of columns and Mass concrete.

5 Providing formwork of ordinary timber planking 57.60 Sq.M. 173.40

so as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ

reinforced concrete and plain concrete work in.

(A) Foundations Footings Bases of Columns etc.

and Mass concrete.

6 Providing and laying controlled cement concrete 11.55 Cu.M. 4495.63

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in ©

Slabs,landing,shelves,Balconies, Lintels, Beams,

Girders and Cantilever upto floor two level.

7 Providing formwork of ordinary timber planking 84.58 Sq.M. 195.67

so as to give a rough finish including centering

strutting and propping etc. height of propping and

centering below supporting floor to ceiling not

exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in.

(H) (1) Sides and soffits of Beams Beam

Haunchings cantilevers Girders Bressumers and

Lintels not exceeding 1 M. in Depth.

8 Providing formwork of ordinary timber planking 25.31 Sq.M. 252.93

as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (B) Flat surfaces such as soffits

supspened floors slabs Landings and the like. (1)

Floors etc. upto 200 mm in thickness.

9 Providing and laying controlled cement concrete 3.75 Cu.M. 4594.44

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and

struts, upto floor two level.

10 Providing formwork of ordinary timber planking 49.95 Sq.M. 300.66

so as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ

reinforced concrete and plain concrete work in.

(G) Columns PillarsPosts and struts. (1) Square

Rectangular Polygonal in plan.

11 Brickwork using common burnt clay building 23.09 Cu.M. 4061.51

bricks having crushing strength not less than

35kg/Sq.cm. In foundation and plinth in Cement

mortar 1:6 ( 1-Cement :6- Fine Sand )(B)

Conventional Extra for brickwork in super

structure above floor two level

12 Half brick masonry in common brunt clay 12.14 Sq.M. 599.84

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-

Cement : 4 -coarse sand ) in foundation and plinth

(B) Conventional

13 Filling available excavated earth (excluding rock) 24.99 Cu.M. 130.40

trenches. plinth, sides of foundations etc. in layers

exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

14 Filling in foundation and plinth with murrum or 7.59 Cu.M. 282.02

selected soil in layers of 20cm. thickness including

watering, ramming and consolidating etc.

15 20mm thick sand faced cement plaster on walls 140.20 Sq.M. 335.66

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.

16 Providing 15mm thick cement plaster in single 126.32 Sq.M. 194.07

coat in brick/concrete wall for interior plastering

upto floor two level and finished even and smooth

(I) Cement Mortar 1:3 ( 1-Cement : 3-Sand)

17 Providing 10mm thick cement plaster in single 27.99 Sq.M. 144.45

on brick/concrete walls for interior plastering

floor two level and finished even and smooth in

(i)Cement mortar 1:3 (1-cement:3-sand)

18 Providing TMT Bar FE 500D reinforcement for 3545.89 Kg 76.21

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

in position complete upto floor two level

19 Applying two coats of putty & two coats of primer 154.31 Sq.M. 40.59

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

20 Wall Painting (two coats) with plastic emulsion 154.31 Sq.M. 78.90

paint of approved brand & manufacture on under

coated wall surface to give an even shade

including throughly brushing the surface free from

mortar dropping and other foreign matter and

sand papered smooth.

21 Finishing Wall with Weather Proof Exterior 140.20 Sq.M. 114.53

Emulsion Paint on wall Surface (Two Coats) to

give an required shape even shade after throughly

brushing the surface free from mortar dropping

and other foreign matter and sand papered

22 Providing and fixing 35 mm thick shutters for 6.30 Sq.M. 5338.30

Doors, windows and clerestory windows including

Indian teak wood frames 10 cm x 7 cm. size

including anodized alluminium fixtures and

fastenings including primer coat of approved

quality and two coats of oil painting etc, complete.

(ii) Fully Panelled.

23 Providing and fixing M.S. grills of required pattern 108.00 kg 101.17

to wooden frame of windows with M. S. flat at

required spacing & frame alround, square or

round bars with round bars with round headed

bolts and nuts or by screws.

24 Painting two coats (excluding priming coat) on 3.24 Sq.M. 65.31

steel and other metal surface with synthetic

enamel paint, brushing to give an even shade

including cleaning the surface of all dirt, dust and

other foreign matter.

25 Providing and fixing glazed louvered glass 2.16 Sq.M. 4143.57

windows and ventilators with teak wood frame

10cm. x 7cm. size including 3 coats of oil painting

to wood work etc.complete

26 Providing and laying 24" x 24" Vitrified 8mm thick 28.02 Sq.M. 1248.74

tiles flooring over 20mm (Average) base of

Cement Mortar 1:6 (1-cement : 6-coarse sand) on

new surface or fixing on existing flooring by

sdhesive materials including dismentalling of

existing flooring and jointed with colour cement

slurry including finished with flush pointing &

cleaning the surface etc. complete for Light Shade.

27 Providing and laying white glazes tiles 6 mm thick 26.59 Sq.M. 908.32

in flooring treads of steps and landing laid on a

bed of 12 mm thick cement concrete 1:3 (

cement :- 3 Coarse sand ) finished with flushed

with flush ppointing in white cement

28 providing and laying Granite slab flooring or dedo 2.94 Sq.M. 2892.76

over 20 mm base of cement mortar 1:6 (1 cement

:6 coarse sand ) or L.M. 1:1.5 laid & jointed with

gray cement slurry including rubbing and

polishing complete.

29 Labour Charges half round edge for Granite 12.60 RMT 85.85

30 Providing and laying broken chine mosaic 25.31 Sq.M. 747.29

flooring for terrace using 12 mm to 20 mm

broken pieces of glazed tiles to be laid over

mortar 1:3 to plain or slope and to be tempered

to bring mortar creme out upto surface using

white cement including rounding off junctions and

extending them upto 15 cm along the wall,clearing

with water and oxalic acid etc. as directed.

31 Providing cement vata (10cm. x 10 cm. size) 33.54 RMT 23.68

round in cement mortar 1:1 including neat cement

finishing, watering etc. complete.

32 Providing and fixing 600mm x 450mm bevelled 5.00 Nos. 833.73

edge 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.

33 Providing and fixing G.I. Rain water spout of 2.00 Each 101.91

dia. and 30cm. length.

34 Providing erecting and fixing double coated ISI 2000.00 Lit 3.95

water tank of required capacity each with all

necessary fittings and connection etc. complete on

35 Providing and fixing Ball Cock of Approved Quality 1.00 Nos 132.89

( A ) Copper Metal

( I ) 25 mm dia.

36 Providing laying and jointing in true line and level 100.00 R.M. 195.67

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

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

37 Providing laying and jointing in true line and level 100.00 R.M. 72.65

15 mm dia. U.P.V.C. Pipe (SCH -40) line including

fittings make or equivalent as apprroved by

Engineer In charge. Pipe shall be fixed on the wall

with the help of clamp at every two meter 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 laying and jointing in true line and level 100.00 R.M. 91.84

25 mm dia. U.P.V.C. Pipe (SCH -40) line including

fittings make or equivalent as apprroved by

Engineer In charge. Pipe shall be fixed on the wall

with the help of clamp at every two meter 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.

39 Providing and fixing washbasin with single hole 5.00 No. 1453.95

for pillar tape with C.I. or M.S. brackets painted

white including cutting holes and making good

thesame but excluding fittings. (A) vitreous china :

II. Flat back washbasin 550 mm x 400 mm size (I)

IN white colour

40 Providing and fixing chromium plated, bottle trap 9.00 No. 295.80

with necessary couplings of approved quality for

41 Providing and fixing screw down bib taps of 4.00 No. 186.83

following size.Brass screw down bib tap polished

42 Providing and fixing chromium plated brass half 7.00 No. 263.77

turn flush cock of approved quality incl. fixing in

pipe line etc. complete

43 Providing and fixing pillar tap,captan head, screw 5.00 No. 308.73

down high pressure with screws, shanks and back

44 Providing and fixing PVC SWR Nahni Trap IS 3.00 No. 558.36

14735 for drain - 75 mm diameter with jali of the

following nomonal diameter of self cleansing

design with C.I. scread down or hinged grating

including the cost of cutting and making good the

45 Providing and supplying & laying in standard 100.00 R.Mt. 277.43

length ISI mark rigid unplasticied PVC pipes

suitable for potable water with ring fit joint

including cost of rings, as per IS specification 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.

B) Test pressure 6 kg/Sq.cm

46 Providing and supplying & laying in standard 100.00 R.Mt. 336.24

length ISI mark rigid unplasticied PVC pipes

suitable for potable water with ring fit joint

including cost of rings, as per IS specification 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.

B) Test pressure 6 kg/Sq.cm

47 Providing and fixing in position cowel vent to 4.00 No. 389.74

48 Providing and fixing S.W. gully trap with C.I. 4.00 Nos 1246.92

grating 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

49 Constructing Brick masonry road gully chamber 3.00 Nos 2017.20

500mm x 450mm x 600mm including 500mm x

450mm C.I. horizontal grating wih frame

50 Providing and fixing wsh down water closet 4.00 Nos 1303.71

(European 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

51 Providing Sock pit of 5.0 Cu.M. Volume including 2.00 Nos 3360.69

excavating and filling brickbats with dry masonary

work at top for 45cm height including covering

the top with stone including providing vatas in

C.M. 1:3 with finishing, curing etc. complete as

For Sock pit of 10.0 Cu. M.

52 Providing and fixing Urinal or approved quality 3.00 Nos 1036.27

including conecting the Urinal with waste pipe, tap

etc. complete.(A) White earthenware flat back or

corner type size 430mm x 260mm x 350mm

53 Point wiring for Light / Bell with 2-1.5 sq.mm & 10.00 Pt. 485.81

earth wire of 1.5 sq.mm (Green) both are of ISI

marked 1.1 KV grade FRLS PVC insulated multi

strand copper wires up to 10 mtr length , in below

type of pipe erected with 6A Modular type switch

/ bell push & accessories and earth continuity of

following type, erected on PVC / Metallic/Wooden

box, single mounting base frame covered with

textured/metallic/white front plate modules

erected on / in wall / ceiling as per pipe erected,

with necessary Lamp holder/ceiling rose /

H.D.Connector as directed.

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

54 Point wiring for Tissino / Modular secondary light 5.00 Pt. 167.66

point with 2-1.5 sq.mm & earth wire of 1.5 sq.mm

(green) both are of ISI marked 1.1 KV grade FRLS

PVC insulated multi strand copper wires, in below

type of pipe to be erected complete with earth

continuity and necessary connection with primary

light with accessories erected on Metal / PVC /

wooden box covered with 3 mm thick

PC(Polycarbonate) / Acrylic sheet for open /

concealed wiring. with necessary Lamp holder /

ceiling rose / H.D.Connector as directed.

Note:- Maximum up to 6 mtrs length, excess will

be considered as Mains for Secondary Point.

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

55 Supplying and erecting LED indoor fittings with 4.00 Ea 295.93

LEDs of wattage 0.2 Watt to 0.5 Watt assembled

on single MCPCB, with housing used as a heat sink

shall be made of thick sheet Steel conforming to

IS: 513/CRCA/ aluminium die cast powder coated

and high U.V. & corrosion resistance with diffuser

with company mark/name 160V to 270V, Power

Factor more than 0.95, THD < 15%,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt ,LED

LED driver efficiency > 85 %

( fitting required LM-79 & LM-80

Certificates)(NOTE: Below description have

shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any

wattage capacity between the ranges shown.)

(A) Tube Light with integral driver

(iii) 18-20 Watts, Surge - 2KV,IP-20, conventional

56 Supplying and erecting led lamps with following 6.00 Ea 188.87

wattage capacity of 220 to 240 voltage, minimum

15000 burning hours life, 500 V in built-surge

protection,Polycarbonate diffuser, mounting

suitable for E14 / E27 / B22 lamp holders, pf >=

(A) LED Lamps integral type, with PC diffuser

suitable LAMP holder

(iii) 10 to 15 watts

57 Supplying & erecting approved make low noise 5.00 Ea 1366.53

decorative exhaust fan having square frame ABS

body with inbuilt lowers & square frame.

250mm with 1350 RPM Cat.II

58 providing and erecting Approved make RCCBs 1.00 Ea 1969.50

conforming to IS: 12640 and having sensitivity of

30 mA and Short Circuit withstand capacity of

KA and suitable for operation on single phase

V,50Hz. having characteristic of quick action &

tripping with all advance feature & do not

incorporate any electronic component. for

following Max. rating erected as directed

59 providing and erecting Miniature circuit breaker 3.00 Ea 112.11

single pole 6A to 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

60 Providing and erecting Sheet Steel powder coated 1.00 Ea 355.52

MCB distribution board - flush / surface mounted

fitted with busbar, neutral link, earth bar and DIN

rail, Conforms to IS 8623-1 & 3, IEC 61439-1 &

without MCB to house appropriate nos. of

MCBs.(The DBs should be used of same company

of MCB to be used) suitable for

(A) single phase incoming and horizontal single

(a) single door (IP-30)

61 Point wiring for Individual Plug with & earth wire 2.00 Pt 510.05

of 1.5 sq.mm (Green) both are of ISI marked

KV grade FRLS PVC insulated multi strand copper

wires up to 10 mtr length, in below type of pipe

erected complete with Modular type switch &

pin Plug erected on PVC / Metallic/Wooden box

covered with appropriate front plate modules

erected on / in wall / ceiling as per pipe erected

with following type of accessories.

[I] For 6A Plug and 6 a switch with 2-1.5 sq.mm

Cu. Wire from nearby switchboard/mcb db board

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

62 Providing and erecting Mains with 1.1 KV grade 15.00 Mtr. 82.82

FRLS PVC insulated ISI marked stranded Copper

conductor wire in following type of pipe to be

erected concealed in /flushed on wall/ceiling,

with 1.5 sq. mm copper conductor FRLS PVC

insulated stranded wire of green colour for earth

continuity of following size

(A) With medium class Rigid PVC pipe and

(c) 3 wire 1.5 sq. mm

Net Total B2 :-

Net Total B1 to B2 :-