Annual Rate for the Financial Year 2026-27-28 Repairing and Maintainance of different works for Borasd Nagar Palika.(3rd Attempt)

NAME OF WORK : Annual Rate for the Financial Year 2026-27-28 Repairing and Maintainance of

different works for Borasd Nagar Palika.

DESCRIPTION PER Rate

1 Exacavation for foundation up to 1.5 M depth including

sorting out and stacking of useful materials and disposing of the

(a) Loose or soft soil Cu.m

(b) Dense or Hard soil Cu.m

(c) Hard Murrum Cu.m

(d) Soft rock not requiring blasting Cu.m

(e) Hard rock Cu.m

2 Exacavation for foundation up to 1.5 M to 3.0 M. depth

including sorting out and stacking of useful materials and

(a) Loose or soft soil Cu.m

(b) Dense or Hard soil Cu.m

(c) Hard Murrum Cu.m

(d) Soft rock not requiring blasting Cu.m

(e) Hard rock Cu.m

3 Exacavation for foundation up to 3.0 M to 5.0 M. depth

including sorting out and stacking of useful materials and

(a) Loose or soft soil Cu.m

(b) Dense or Hard soil Cu.m

(c) Hard Murrum Cu.m

(d) Soft rock not requiring blasting Cu.m

(e) Hard rock Cu.m

4 Add Extra for Disposing off the excavated stuff of above

items for lead of

5 Filling available excavated earth ( excluding rock ) in trenches

, plinth, sides of foundation etc. in layer not exceeding 20 cm in depth cu.m

6 consolidated layer bysand

Filling in plinthwith ramming

including watering

ramming consolidating and dressing etc. complete.

7 Filling foundation and plinth with murrum or selected soil in

layers of 20 cm. thickness including watering , ramming and

8 Filling foundation and plinth with Brick bats / chhara in layers

layers of 20 cm. thickness including watering, ramming and

9 Proving and laying in foundation cement concrete 1:3:6 (

cement : 3coarse sand : 6 hand broken stone agg. 40 mm cu.m

10 Providing and laying in foundation cement concrete 1:4:8 (

cement : 4 coarse sand : 8 hand broken stone agg. 40 mm cu.m

11 Providing and laying in foundation cement concrete 1:3:6 (

cement : 3 coarse sand : 6 agg. 20 mm nominal size) and

(a) wall caps / copings cu.m

12 Providing and laying in foundation cement concrete 1:5:10 (

1 cement : 5 coarse sand : 10 hand broken stone agg. 40 mm nominal

(a) foundation and plinth cu.m

13 providing and laying brick bat cement concrete 1:3:6 (

cement :3 coarse sand : 6 brick bats ) and curing complete

(a) foundation and plinth cu.m

14 providing and laying brick bat cement concrete 1:4:8 (

cement :4 coarse sand : 8 brick bats ) and curing complete

(a) foundation and plinth cu.m

15 providing and laying brick bat cement concrete 1:5:10 ( 1 cement

:5 fine sand : 10 graded brick agg. 40mm nominal

(a) foundation and plinth cu.m

16 Providing and layig cement concrete 1:2:4 ( 1 cement 2: fine

sand 4: graded stone agg. 20mm nominal size) and curing

(a) foundation and plinth cu.m

(b) Independent piers, columns, and pillars up to floor two

17 Providing and laying cement concrete work 1:2:4 ( 1 cement :

2 fine sand : 4 graded stone agg. 20mm nominla size.) and curing

(a) foundation footing base of columns and mass concrete. cu.m

(c) slabs landing sheives, balconies, lintels, beams,gurder &

cantilever up to floor two level

(d) columns, pillars posts and struts upto floor two level cu.m

(e) stair ceses upto floor two level cu.m

(k) vertical and horizontal fins upto floor two level cu.m

18 Proving and laying cement concrete 1:2:4 ( 1cement :

coarse sand ; 4 graded stone agg. 20mm nominla size0 for cu.m

19 Providing and laying in position Ready Mixed M-200 grade

concrete for reinforced cement conctere work , using cement content Cu.m

20 providing mild steel reinforcement for R.C.C work including

bending, binding and placing in position complete upto floor two level

21 Providing TMT Bar FE 500D reinforcement for R.C.C. work

including bending, binding and placing in position complete upto

22 Providing ISI Mark T.M.T bar 415 Fe reinforcement for R.C.C.

work including bending, binding, and placing in position

23 Extra for additional lift of concrete for all R.C.C work above per floor per

floor two level excluding cost of reinforcement cu.m

24 Extra for additional lift of reinforcing steel for all R.C.C work per floor per

above floor two level kg

25 providing up to floor two level precast cement concrete jali

or grill 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone

(a) 50 mm. thick sq.m

(b) 40 mm thick. sq.m

(C) 25mm thick sq.m

(d) 75mm thick sq.m

(e) 100mm thick sq.m

26 providing and laying damp proof course 25mm thick cement

concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 stone gg. 10mm nominla

27 Extra for providing and mixing water proofing materials in in litre of kg

cement concrete in mix proportions recomonded by te per qtl. Of

28 Providing and laying controlled cement concrete m- 150 and

curing complete excluding the cost of form work and

(a) foundation footing base of columns and mass concrete. cu.m

(b) walls from top of foundation level up to floor to level cu.m

(c) slabs landing sheives, balconies, lintels, beams,gurder &

cantilever up to floor two level

(d) columns, pillars posts and struts upto floor two level cu.m

(e) Staircases excluding landing upto floor two level cu.m

(f) vertical and horizontal fins upto floor two level cu.m

29 Providing and laying controlled cement concrete m- 200 and

curing complete excluding the cost of form work and

(a) foundation footing base of columns and mass concrete. cu.m

(b) walls from top of foundation level up to floor to level cu.m

(c) slabs landing sheives, balconies, lintels, beams,gurder &

cantilever up to floor two level

(d) columns, pillars posts and struts upto floor two level cu.m

(e) Staircases excluding landing upto floor two level cu.m

(F) vertical and horizontal fins upto floor two level cu.m

30 Providing and laying controlled cement concrete M- 250 and

curing complete excluding the cost of form work and

(A) foundationf footing base of columns and mass cocrete cu.m

(b) walls from top of foundation level up to floor to level cu.m

(c) slabs landing sheives, balconies, lintels, beams,gurder &

cantilever up to floor two level

(d) columns, pillars posts and struts upto floor two level cu.m

31 Providing and laying ordinary cement concrete work 1:2:4 (

1cement : 2 coarse sand : 4graded stone agg. 20mm nominal size )

(1) slabs up to 8 cm thickness cu.m

(2) slabs having more than 8 cm. and up to 10cm. Thickness cu.m

(3) slabs having more than 10cm. And up to 13 cm. thickness cu.m

(4) slabs having more than 13cm and up to 15 cm. thickness cu.m

32 Providing and laying controlled cement concrete M- 150 and finishing

smooth with curing complete including cost of form work but

(1) slabs up to 8 cm thickness cu.m

(2) slabs having more than 8 cm. and up to 10cm. Thickness cu.m

(3) slabs having more than 10cm. And up to 13 cm. thickness cu.m

(4) slabs having more than 13cm and up to 15 cm. thickness cu.m

33 Providing and laying ordinary cement concrete 1:2:4 (

cement :2 coarse sand : 4 graded stone agg. 20mm nominal size)

(1) slabs up to 8 cm thickness cu.m

(2) slabs having more than 8 cm. and up to 10cm. Thickness cu.m

(3) slabs having more than 10cm. And up to 13 cm. thickness cu.m

(4) slabs having more than 13cm and up to 15 cm. thickness cu.m

34 Providing and laying controlled cement concrete M- 150 and

exposed work with curing complete including the cost of form

(1) slabs up to 8 cm thickness cu.m

(2) slabs having more than 8 cm. and up to 10cm. Thickness cu.m

(3) slabs having more than 10cm. And up to 13 cm. thickness cu.m

(4) slabs having more than 13cm and up to 15 cm. thickness cu.m

35 Providing and laying ordinary cement concrete 1:2:4 (

cement : 2 coarse sand : 4 graded stone agg. 20mm nominal size). For cu.m

36 Providing and laying ordinary cement concrete 1:2:4 (

1cement :2 coarse sand : 4 graded stone agg. 20mm nominal size)

(1) Having cross sectional area 0.05 to 0.08 sq.m cu.m

(2) Having cross section area more than 0.08 sq.mt. and up

(3) having cross sectional area more than 0.12 sq.mt and up

(1) Having cross sectional area 0.05 to 0.08 sq.m cu.m

(2) Having cross section area more than 0.08 sq.mt. and up

(3) having cross sectional area more than 0.12 sq.mt and up

37 providing and laying controlled cement concrete M-150

exposed work with curing etc complete including the cost of form work

(1) Having cross sectional area 0.05 to 0.08 sq.m cu.m

(2) Having cross section area more than 0.08 sq.mt. and up

(3) having cross sectional area more than 0.12 sq.mt and up

(1) Having cross sectional area 0.05 to 0.08 sq.m cu.m

(2) Having cross section area more than 0.08 sq.mt. and up

(3) having cross sectional area more than 0.12 sq.mt and up

38 providing and laying controlled cement concrete M-200

exposed work with curing etc complete including the cost of

(1) Having cross sectional area 0.05 to 0.08 sq.m cu.m

(2) Having cross section area more than 0.08 sq.mt. and up

(3) having cross sectional area more than 0.12 sq.mt and up

(1) Having cross sectional area 0.05 to 0.08 sq.m cu.m

(2) Having cross section area more than 0.08 sq.mt. and up

(3) having cross sectional area more than 0.12 sq.mt and up

39 providing and laying controlled cement concrete M-250

exposed work with curing etc complete including the cost of form work

(1) Having cross sectional area 0.05 to 0.08 sq.m cu.m

(2) Having cross section area more than 0.08 sq.mt. and up

(3) having cross sectional area more than 0.12 sq.mt and up

(1) Having cross sectional area 0.05 to 0.08 sq.m cu.m

(2) Having cross section area more than 0.08 sq.mt. and up

(3) having cross sectional area more than 0.12 sq.mt and up

40 providing and applying anticorrosive treatment with polyeer

base materials to the steel rinforcement including descaling the rust cu.m

41 P & L in position Ready Mixed Concrete for reinforced cement

concrete work, using cement content as per approved design Mix

(A) Concrete Grade M - 150 (cement level 320 kg) 1 cum

(B) Concrete Grade M - 200 (cement Level 400kg) 1cum

(C) Concrete Grade M - 250 (cement level 450 kg) 1cum

(D) Concrete Grade M - 300 (cement Level 475 kg) 1cum

(E) Concrete Grade M - 350 (cement Level 500 kg) 1 cum

42 Brick work using common brunt clay building bricks having crushing

strangth not less than 35 kg/sq.cm in foundation and plinth in cement

(b) convetional cu.m

43 brick work using common brunt clay building bricks having crushing

strangth not less than 35 kg/sq.cm in foundation and plinth in cement

(b) convetional cu.m

44 brick work using common brunt clay building bricks having crushing

strangth not less than 35 kg/sq.cm in foundation and plinth in cement

(b) convetional cu.m

45 brick work using common brunt clay building bricks having crushing

strangth not less than 35 kg/sq.cm in foundation and plinth in cement

(b) convetional cu.m

46 brick work using common brunt clay building bricks having crushing

strangth not less than 35 kg/sq.cm in foundation and plinth in cement

(b) convetional cu.m

47 Extra for brick work in super structure above plinth level up

to floor two level

(b) convetional cu.m

48 Half bricks masonary in common brunt building bricks having crushing

streangth not less than 35 kg/sq.cm in foundation and plinth in cement

(b) convetional Sq.m

49 Half bricks masonary in common brunt building bricks having crushing

streangth not less than 35 kg/sq.cm in foundation and plinth in cement

(b) convetional Sq.m

50 Half bricks masonary in common brunt building bricks having

crushing streangth not less than 35 kg/sq.cm in foundation and

(b) convetional Sq.m

51 Extra for half bricks masonary in super structure above plinth

level up to floor two level

(b) convetional Sq.m

52 Uncoursed rubble masonary with hard stone of approved quality

in foundation and plinth in cement mortar 1:6 ( 1cement :6coarse cu.m

53 Uncoursed rubble masonary with hard stone of approved quality

in foundation and plinth in cement mortar 1:5 ( 1cement :6coarse cu.m

54 Uncoursed rubble masonary with hard stone of approved quality

in foundation and plinth in cement mortar 1:1.5 ( 1cement cu.m

55 Extra for super structure above plinth level up to floor to

56 Extra for aditional lift in super structure above level up to

57 Coursed rubble masonary with hard stone of approved

quality in foundations and plinth in cement mortar 1:6 ( 1 cement

58 Coursed rubble masonary with hard stone of approved

quality in foundations and plinth in cement mortar 1:5 ( 1 cement

59 Coursed rubble masonary with hard stone of approved

quality in foundations and plinth in cement mortar 1:4 ( 1 cement

60 Coursed rubble masonary with hard stone of approved

quality in foundations and plinth in cement mortar 1:3 ( 1 cement

61 Extra for super structure above plinth level up to floor two

62 Extra for additional lift in super structure above floor two per floor per

63 providing form work if ordinary timber plankings so as to give

a rough finish including centering shuttering strutting and proping

(A) foundation, footing,bases of columns etc. and mass

(b) flat surfaces such as soffits of slabs landing and the like

(1) floors etc. up to 200mm in thickness Sq.m

(2) floors etc above 200mm in thickness Sq.m

(c) vertical surface such as walls any thickness partitions Sq.m

(G) columns, pillars, posts and struts. Sq.m

1 square , rectangular polygonal in plan Sq.m

2 circular of curved in plan Sq.m

(H) 1 sides and softies of Beams, beam haunchings, cantilever girders,

bressumers and lintels not exceedinf 1 M . In depth

2 sides and softies of beams beam, haunchings , cantilever, girders,

bressumers and lintel not exceeding 1 Mt. in depth

(1) Edges of slabs and breaks in floors and walls Sq.m

(K) Small surfaces such as cantilever ends, Brackets and ends

of stepped caps and bases of plaster and columns and the like

(L) Chula hoods weather shades, chhajjas , doorbells etc. Sq.m

(M) staircases with sloopping or stepped softies including rise

cans stringers excluding landing

(Q) Vertical fins and vertical sun breakers Sq.m

64 Extra for additional height of propping and centering where the height

or propping and centering exceeding 4.0 M between supporting flor to

(1) height mote than 4.0 M and up to 5.0 M Sq.m

(2) Height more than 5.0 M and up to 6.0 M Sq.m

(3) Height more than 6.0 M and up to 7.0 M Sq.m

65 Providing wood work in frames of doors, windows, and other

similar works wrought framed and fixed in position

(A) indian teak wood Cu.Dm

66 Providing and fixing 35mm thick shutters for doors, windows, and

clearstory windows including anodized aluminum but

(A) indian teak wood

(i) Fully paneled Sq.m

(ii) Fuly Glazed Sq.m

(iii) Partly paneled and partly glazed Sq.m

67 Providing and fixing 35mm thick shutters for doors, windows, and

clearstory windows including black enameled M.S. but

(A) indian teak wood

(i) Fully paneled Sq.m

(ii) Fully Glazed Sq.m

(iii) Partly paneled and partly glazed Sq.m

68 Providing and fixing 25mm thick shutters for cup- boards ect.

Including anodized aluminum but hinges with necessary screws

(A) indian teak wood

(i) Fully paneled Sq.m

(ii) Fuly Glazed Sq.m

(iii) Partly paneled and partly glazed Sq.m

69 Add Extra for providing and fixing 40mm thick shutter

instead of 35 mm thick shutter

70 Providing and fixing 35 mm thick pannelled, glazed or panelled and

glazed shutters, for Doors, Windows and clearstory windows including

(A) Plywood sheet panels Sq.m

(B) particle board panels Sq.m

(C) Hard board panels Sq.m

(D) Asbestos sheet panels Sq.m

71 Providing and fixing flush door shutters, solid core construction with

frame of first class hardwood with cross band and face veneer or

(B) Non- decorative type and block board core anodised

alluminum but hinges in flush door shutters

(2) 35mm thick Sq.m

72 Providing and dixing M.S. round or square bars with M.S.

flats at requires spacing in woooden frames of windows &

73 Providing & fixing M.S. grills of required pattersn to wooden

frames of windows etc. with M.S flats at rewuired spacing in and frame

(a) plain grills kg

(b) ornamentla grill kg

74 Providing and fixing glazed louvered glass windows and ventilators

with teak wood frame 10 cm x 7 cm size including 3 cost of oil painting Sq.m

75 Providing and fixing 35mm thick shuuters for doors , windows, and

clearstory windows including indian teak wood frames 10 cm x 7 cm

(i) Fully Glazed Sq.m

(ii) Fully Panelled Sq.m

(iii) Partly panelled and partly glazed Sq.m

76 Providing and fixing 35mm thick shuuters for doors

windows, and clearstory windows including indian teak wood frames

(1) fully glazed Sq.m

(2) Fully paneled Sq.m

(3) Partly paneled and partly glazed Sq.m

77 Add extra for proding & fixing 40mm thick shutters instead of 35mm

thick shutters including oi; painting etc. competel

78 Deduct for providing & fixing 25mm thick shtters instead of 35mm

thick shtters including oil painting etc. complete

83 Providing and fixing FRP frame 125 x 65 mm and 35mm thick FRP

shutter with wood grain raised panneled design finish shutter Sq.m

I/Weam/arewilling tocarryout thework@________%Above /Belowinword ................................................

.....................................Percentage(shouldbewriteninfiguresandwords)of theEstimatedratesmentionedabove

amount of my / our Tender works out as under

84 Providing and fixing FRP frame 100 x 50 mm and 28mm thick

FRP depress panel shutter having extra reinforcement on

sides & edges in Gel coat finish. The core of the shutter

& frame is to be filed up with injected fire retardant

grade polyuethene 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 & alluminum fixtures & fastenings &

fastener sleeve

85 Providing and fixing FRP frame size 125x65 mm and

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.

86 Steel work reveted in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming

coat of res lead paint

(A) in beams and joist channels angles, tees, flats

conneting clats as in main and cross beamsl hip and jack

rafters, purlins connected to common rafters and the like

(D) In trusses and trusses purlins up to 25m span and

87 Steel work welded in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming

coat of res lead paint

(A) in beams and joist channels angles, tees, flats

conneting clats as in main and cross beamsl hip and jack Qtl.

rafters, purlins connected to common rafters and the like

(D) In trusses and trusses purlins up to 25m span and

88 Providing and fixing in position collapsible steel shutters with

verticle channels 20x10x2mm braced with flat iron diagonals

20x5mm size with top and bottom rails of T iron 40x40x6 mm

with 38mm dia. Steel pulleys, complete with bolts, nuts,

locking arrangements, stoppers, handles including applying a

priming coat of red lead paint.

89 providing and fixing 1mm thick M.S sheet sliding shutters

with frame and diagonal braces of 40x40x6mm iron

3.15mm M.S. gusset plates at junctions and corners.

25mm die. Pullet 40x40x6mm. Angle and T- iron guide

rail ar top and bottom respectively with handeles , stoppers

and locking arrangements, etc including applying a priming

90 providing and fixing rolling shutters of approved make made

of 80mm wide M.S laths inter locked tofgether through their

entire length and jointed toghether at the end locks

mounted on specially designed pipe shft with bracket plates,

guide channels and out side locking with push -pull operation

including the cost of hood cover and spring etc. complete

(A) Shutters having width below 3.5 M Sq.m

(B) shutters having width above 3.5M Sq.m

91 Fixing standard steel doors windows and ventilations in wall

with 16x3.15mm long 10 cm long embedded in cement

concrete block 15x10x10 of 1:3:6 1cement :3 graded

stone agg. Of 20mm size cost for supply of

doors/windows , ventilator shall be paid separately

92 Providing and fixing EZ-7 section door / windows frame

including welding and fixtures and fastening including 3 coats

of approved enamel oi; paint etc. complete

93 Providing and fixing extruded aluminum window having

extruded aluminum colour anodised section frame main

outer size 127 mm x 38.10mm x 1.35mm (of Jindal section

no. 2443, @ wt. 1.384 kg/mt) horizontal four track member

size 122.20mm x 31.75 mm x 1.10mm of (jindal section no.

8787, @ wt 205 kg/mt ) vertical memeber of sixe 122.20 mm

31.75mmx 1.50mm (of jindal section no. 8935, @ wt.

kg/mt) with sliding shutters of horizontal member size 40mm

x 18mm x 1.29mm ( of jindal section no. 8949 @ wt. of

kg/mt), vertical member of size 40mm x 18mm x 1.29mm (of

Jindal section no. 8947 @ wt. of 0.456 kg/mt / section

@ wt. 0.457 kg/mt) with 5 mm thick transparent bronze

colour tinted float glass with poweder coated aluminum

fittings and fixtures and transparent silicon sealant glass

fixing ti frame as per details etc. complete for window

94 Providing and fixing window having extruded aluminum

colour anodised section frame main outer size 95 mm x

24mm x 1.17mm (of Jindal section no. 2459, @ wt. of

kg/mt) horizontal three track member size 92mm x 31.75 mm

x 1.30mm of (jindal section no. 8688, @ wt 1.07 kg/mt )

vertical memeber of sixe 92 mm x 31.75mm x 1.50mm (of

jindal section no. 8933, @ wt. 1.06 kg/mt) with sliding

shutters of horizontal member size 40mm x 18mm x 1.29mm

( of jindal section no. 8947 @ wt. of 0.456 kg/mt), vertical

member of size 40mm x 18mm x 1.29mm (of Jindal section

no. 8949 @ wt. of 0.456 kg/mt / section 8948 @ wt.

kg/mt) with 5 mm thick transparent bronze colour tinted

float glass with poweder coated aluminum fittings and

fixtures and transparent silicon sealant glass fixing to frame

as per details etc.

96 Providing and laying chequered terrazo tiles 22mm thick with

marble chips of sizes upto 6mm in floors on 25mm thick bed

of Lime mortar 1:1.5 (1-Lime putty : 1.5 coarse sand ) or C.M.

1:6 jointed with neat cement slurry mixed with pigment

to mathch the shade of the tiles including rubbinh and

polishing completed

(A) Light shades using white cement Sq.m

(B) Dark shades using ordinary cement Sq.m

97 Providing and laying chequred terrazzo tiles 28mm thick with

marble chips of size up to 6mm in floors on 25mm thick bed

of lime mortar 1: 1.5 ( 1 lime putty : 1.5 sand ) or C.M

1:6 jointed with neat cement slurry mix with pigment to

the shade of tiles including rubbing and polishing complete.

(A) Light shades using white cement Sq.m

(B) Dark shades using ordinary cement Sq.m

98 providing and laying tiles 6mm thick in flooring treads of

steps and landing laid on a bed of 12mm thick cement

mortar 1:3 ( 1cement : 3 coarse sand ) finishing with

flush with flush pointing in white cement.

A) White Glazed Files (15 x 15 cm) Sq.m

B) Ceramic tiles 6 mm to 8mm Sq.m

C1) Vitrified tiles 8 mm to 10 mm (24" x 24") Sq.m

C2) Vitrified tiles 8mm to 10mm (36" x 36") Sq.m

99 Providing and laying white glazed tiles 6mm thick in skirting,

risers of steps and dedo on 10mm thick cement mortar 1:3 (

1 cement : 3 coarse sand ) pointing in white cement jointed

with white cement slurry

A) White Glazed Files (15 x 15 cm) Sq.m

B) Ceramic tiles 6 mm to 8mm Sq.m

C1) Vitrified tiles 8 mm to 10 mm (24" x 24") Sq.m

100 Providing and laying marble stone slab over flooring

(average) base if cement mortar 1:6 ( 1cement :

coarse sand ) of L.M. 1:1.5 and jointed with grey cement

slurry including rubbing and polished complete

(A) Marble slab 25mm thick Sq.m

101 Providing and laying kota stone slab over flooring 20mm

(average) thick base if cement mortar 1:6 ( 1 cement :

coarse sand ) or L.m 1:1.5 and laid cement slurry

including with grey cement slurry including rubbing

and polished complete

(A) 25mm thick Sq.m

(B) 30mm thick Sq.m

102 Providing and laying kota stone slab 25mm in riser of

dado and pillars laid on 1:3 ( 1 cement : 3 coarse sand ) and

jointed with grey ceement slurry including rubbing

and polished complete Sq.m

103 Providing and laying cement concrete flooring 1:2:4

Cement : 2-coarse sand : 4- graded stone aggregate

20mm nominal size) laid in one layer finished with a floating

coat of neat cement

(A) 40mm thick Sq.m

(B) 50mm thick Sq.m

104 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

(average) base of cement mortar 1: 6 (1-cement :

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 finished with flush pointing & cleaning the surface

etc. complete for dark

105 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

(average) base of cement mortar 1: 6 (1-cement :

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 finished with flush pointing & Cleaning the

surface etc. completed for antiskit

106 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

(average) base of cement mortar 1: 6 (1-cement :

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 finished with flush pointing & Cleaning the surface

etc. completed for light shade

107 Providing and fixing pre-cast concrete kerb stone of gray

cement based concrete block 30cm length, 30cm heigth and

15cm thick of M250 grade concrete as per approved design

and including excavation for fixing in proper line and

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

108 Providing and fixing pre-cast Rubber Dye / steel Dye

locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS

15658 : 2006 including 35 mm Sand layer for levelling and

filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018

etc. Complete. Sq.m

109 Providing and fixing pre-cast rubber dye inter locking

concrete block 60mm thick with grade of concrete M250

pnumatic compresses by mechanically pressed and as per

approved design including 75mm sand layer for levelling and

filling the joint with sand in proper line and level

110 Providing and laying broken chine mosaic flooring for terrace

using 12mm to 20 mm broken pieces of glazes tiles to be laid

over cement mortar crème out upto surface using white

cement including rounding off junctions and extending them

upto 15cm along the wall, clearing with water and oxalic acid

etc. as directed

111 Providing corrugated G.I. sheet roofing fixed galvanized iron

'J' or 'L' hoks bolts & nuts 8 mm dia with bitumen and

G.I Limpet washers filled with white lead complete excluding

the cost of purlins rafters and trusses

(i) 0.80 mm thick sheet Sq.m

112 Providing ridges or Nipz 600 mm overall in plain

fixed with G.I. J or L Hooks and nuts 8mm dia G.I. Limpet and

bitumen washer Complete

(i) 0.80 mm thick sheet Meter

113 Providing and fixing 150mm wide 450mm over all

semicircular plain G.I. sheet class -3 gutter with iron brackets

40mm x 3mm size bolts, nuts, washers etc. including making

necessary connection with rain water pipes

(i) 0.80mm thick sheet Sq.m

114 Providing and fixing tiled roofing with manglore tiles

including teak reapers of size 50mm x 25mm Sq.m

115 providing and fixing five courses water proofing

treatment with bitumen felt consisting of second and fourth

course of blown bitumen or/and residual bitumen applied

hot at 1.5 kg/ sq.m of area for each course with fiber

base bitumen satirated under lay type and third course with

fiber base self finished filt type - 2 grade-1 and fifth and

dinal course of stone grit 6mm and down size or pen sized

gravel spread at

0.008 cu.m/sq.m including preparation of surface

grading complete.

116 Providing and fixing on wall face C.I rain water pipe including

filling the joints with spun yarn soaked in near

cement mortar 1:2 ( 1cement : 2 fine sand )

(A) 75mm dia Meter

117 Providing and fixing 6mm thick lexan polycarbonate multi

wall roofing sheet fixed with hilti screw and rubber

silicon sealer and alluminum strip of size 50 x 3 mm etc.

complete as directed by Engineer In Charge

118 Providing and 10 mm thick cement plaster in single coat on

fair side Brick / concrete walls for interior plastering up

to floor two level and finished even and smooth in

(I) cement mortar 1:3 Sq.m

(II) Cement mortar 1:4 Sq.m

(II) cement mortar 1:6 Sq.m

119 Providing and 15mm thick cement plaster in single coat

fair side Brick / concrete walls for interior plastering up

to floor two level and finished even and smooth in:

(I) cement mortar 1:3 Sq.m

(II) Cement mortar 1:4 Sq.m

(II) cement mortar 1:6 Sq.m

120 Providing and 20 mm thicK cement plaster in single coat on

rough side of sigle or half brick wall for interior plastering

upto floor two level finished even and smooth in

(I) cement mortar 1:3 Sq.m

(II) Cement mortar 1:4 Sq.m

(II) cement mortar 1:6 Sq.m

Extra for finishing with a floating coat of neat cement slurry Sq.m

122 Extra for providing and fixing water proofing materials in

cement mortar in proportion recommended by the

123 20mm thick sand faced cement plaster on walls up to height

10 meters 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 ( 1cement : 1 sand ) etc. comp.

124 Pointing on brick work in cement with cement mortar 1:3 (

cement : 3 coarse sand )

(A) flush pointing Sq.m

(B) Ruled pointing Sq.m

125 pointing on coursed stone masonary with cement mortar 1:3

( 1 cement : 3 coarse sand )

(A) flush pointing Sq.m

(B) Ruled pointing Sq.m

126 Providing cement vata ( 10cm x 10cm size) quarter round in

cement mortar 1:1 including neat cement finishing watering

127 Providing 20mm thick double coat mala cement plaster

interior brick/ concrete work for plastering comprising of

base of 12 mm thick cement plaster in cement mortar

(1 cement : 4 coarse sand) in rough finishing and 8 mm

thick top coat of neat cement mortar 1:2 ( 1 cement :

coarse sand ) finished with trovel including scaffolding

128 White washing with lime on wall surface (two coats) to give

an even shade including thoroughly brooming the surface to

remove all dirt, dust, mortar drops and other foreign matter

129 Extra for every subsequent coat of white washing with lime

on wall surface Sq.m

130 Extra for white washing with lime on ceiling and on slopping

131 Cement washing with portland cement slurry on wall surface

(one coat) to give a smooth finish including

thoroughly broomings the surface to remove all dirt

mortar drops and other foreign material

132 Distempering with dry distemper of approved brnad and

manufacture (two coats) and of required shade on wall

surfaec to give an even shade over and including a

priming coat of whiting afterthoroughly brooming the

surfaec free mortar drooping and other foreign matter

133 distempering ( two coats ) with oil bound distemper of

approved brand and manufacture and of required shade

in wall surfaces to give an even shade, over and

including a priming coat with distemper primer of

approved brand and manufacture after thoroughly brushing

the surface free from mortar dropping and other foreign

matter and also including

preparing the surface even and sand papered smooth

134 wall painting (two coats ) with plastic emulsion paint of

approved brand and manufacture on wall surface to give and

even shade after brushing the surface free from mortar

droppings and other foreing matter and sand

135 Extra over Item for painting with plastic emulsing paint

136 Finishing wall with water proofing cement paint of on

surfaces (two coats) to give an approved brand and

manufacture and of required shape even shade after

thoroughly brushing ther surface to remove all dirt and

remains of loose powered materials

137 Extra over Item for every subsequent coat of water proofing

cement paint of approved brand and manufacture Sq.m

138 Applying priming coat over new steel and other

metel surface after and including prepairing 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 Sq.m

139 Applying two coats (excluding priming coat) on new steel and

other metal surface with enamel pint, brushing, interior

to give an even shade including cleaning the surface of all

dirt, dust and other foreign matter

140 Applying priming coat over new wood and wood

surface after and including preparing the surface

by throughly cleaning oil, grease, dirt and other foreign

matter, sand papering and knotting

(B) Ready mixed paint brushing wood primer pink Sq.m

(C) ready mixed paint brushing priming for enamel Sq.m

141 Finishing wall with weather proof exterior emulsion paint on

wall surface (two coats) to give an required shape even

shade after thoroughly brushing the surface to remove

all dirt, and remains of loose powdered materials, etc.

142 Applying two coats of Birla or Asian acrylic lappy (putty) and

two coats of primer of approved brand and manufacture of

new wall surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and

foreign matter and sand papered smooth Sq.m

143 Demolition and disposal of unserviceable materials with

(I) Lime mortar Cu.m

(ii) Unreinforced cement concrete Cu.m

144 Demolition including stacking of serviceable materials

& disposal of unserviceable materials with all lead and lifts

1. R.C.C. work Cu.m

145 Demolition of brick work & stone masonary including

stacking of serviceable materials & disposal of unserviceable

materials with all lead and lifts.

(I) In lime mortar Cu.m

(ii) in cement mortar Cu.m

146 Demolition of rerrace including stacking of seviceable

materials and disposal of unserviceable materials with all

(i) Brick tile covering Sq.m

147 Dismentalings manglore of country tile roofing with battens

boarding etc. including stacking of seviceable materials

and disposal of unserviceble materials with all lead and lift

148 Providing and fixing 1.20m high fencing with 2.0 m long M.S

angle posts 40mm x 40mm x 6mm and oil painting 3 coats

fixed at 2.5m c/c with five horizontal lines and two diagonals of

galvanized steel barbed wire weighting 9.38 kg. per 100m. Strained

and fixed to posts with G.I. staples including fixing posts in

gound with 0.5m x 0.5m x 0.5m block in c.c 1:5:10

150 Carring out timber treatment to all wood work including

drilling holes and spraying oil based chemical solution on

surface of timber work for termitr control including labour and

material etc. complete Sq.m

151 Applying general insecticide pest control treatment to floors,

cupboards etc. including labour material etc. compelete

152 Providing and fixing water closet squatting pan (Indian type

W.C. pan) size 580 mm including 100 mm size "P" or 'S' trap jointing

the trap with the pan and soil pipe in cement mortar 1:1 Vitreous

china 250 mm x 130 mm x 30 mm, foot rests for long pattern

squatting pan water closet including C.I. inlet connection for

flush pipe with W.C. pan etc. complete.including cost

of all materials & labour charges etc.

153 Providing and fixing 600 mm x 450 mm Bevelled Edge Mirror

of superior glass mounted on 6 mm Thick A.C. Sheet or

plywood sheet and fixed to wooden plugs with C.P. Brass

screws and washers.including cost of all materials & labour

charges etc. complete.

154 Providing and fixing 25 mm dia chromium plated brass half

turn flush cock of approved quality including fixing in pipe line

etc. complete.including cost of all materials & labour charges

155 Providing laying and jointing in true line and level U.P.V.C. pipe

(SCH- 40) including fitins make or equivalent as approved 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 solvant, including cost of all

(i) 15mm dia Rmt

(ii) 25m dia Rmt

(iii) 32mm dia Rmt

156 Providing and laying and jointing in true line and level

U.P.V.C. SWR Type B pipe conferming to IS 13592 - 1992 with one

end plain and other end socketed with rubbering & fitting

conferming 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 160mm diameter x 210 mm length x 196 mm high at every

2000mm c/c 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

(i) 160mm dia Rmt

(ii) 110mm dia Rmt

157 Providing and fixing cast iron (spun) Nahni trap of the

mm inlet and 50 mm outlet nominal diameter of self cleaning design

with C.I screwed down or hinged grating including cost of

cutting and making good the walls and floors etc.

complete.including cost of all materials & labour charges etc.

158 Providing and fixing wash basin with single hole for pillar

tape with tap with C.P. or M.S brackets pinted with white

including cutting holes and making good the same but

excluding fittings

(A) Vitreous china

(ii) Flat back wash basin 550 mm x 400 mm size Each

159 providing and fixing urinal of approved quality connecting

the urinal waste pipe, etc. complete

(A) white earthen ware flat back or corner type size 430mm x

160 Providing and fixing manhole cover 0.60m x 0.45m size

having weight not less than 35 kgs Each

161 (A) providing sock pits of 2.0 cu.m volume including

excavating and filling brick bats 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.

comp. as directed

162 (B) providing sock pits of 5.0 cu.m volume including

excavating and filling brick bats 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. comp. as

163 Watering of earth work as directed Cu.m

164 Earth work in cutting in all sorts of soil and soft murrum

including conveying and spreasing the stuff embankment as and

where directed within 200m from the end of the cutting

eith all required lead and lift.

165 Add for utilizing the stuff in bank in the portion beyond 200m

from the end of cutting with all required lead and lift

(A) above 200m & up to 300M Cu.m

(B) Above 300M & up to 400M Cu.m

(C) Above 400M & up to 500M Cu.m

166 Box cutting the road surface to proper slope and camber for

making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed up to 50 mts. Lead Cu.m

167 Supplying of graded stone aggregate of following sizes ( for

(1) Hand broken stone aggregates 25 mm to 90mm size) Cu.m

(2) Hand broken stone aggregate 40 mm to 63mm Cu.m

168 Supplying of crushed stone aggregates, chipping etc. of hard

stone of following nominal size free of disintegrated pieces

deletarious and organic mater ( for bitumen surfess dressing etc.)

and grading as IRC Code

(iii) 25mm Cu.m

169 Supplying of Murrum/ binding materials Cu.m

170 Spreading the stone aggregates for soiling and W.B.M.

including filling the interstices forming the surface to

required camber and gradient

(ii) 40mm to 63mm size aggregates (H.B) Cu.m

(iii) 25mm to 50mm size crushed stone Cu.m

(iv) Chipping varying from 6mm to 25mm size Cu.m

171 Spreading the stone aggregates for soiling & W.B.M including filling

the interstices forming the surface to required camber and gradient

by paver finisher ( labour charge only but

including hire and operating charge of paver.) Cu.m

172 Spreading blindage or road crust filling the gaps in metal and

levelling to camber and gradient as directed.

(i) Murrum Cu.m

173 Rolling & consolidation of soiling including filling in

depression which occurs during the process with power

roller 8 tonne to 12 tonne

174 Preparing surfaces by brushing with wire brushes for

removing caked mud etc. sweeping with brooms and finally

fanning the cleaned surface with gunny bags to remove all

loose dirt etc.

(i) water bound macadam surface (new) Sq.m

(ii) black top surface Sq.m

175 Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culverts carrying heavy traffic as per

IS 458-1991 specifications including setting the pipes in C.M 1:2

watering and laying ( to level or slopes) of class NP3 of

following internal diameter

(i) 300mm dia Meter

(ii) 450mm dia Meter

(iii) 600mm dia Meter

(iv) 750mm dia Meter

(v) 900mm dia Meter

(vi) 1050mm dia Meter

(vii) 1200mm dia Meter

176 Providing and laying jointing and (to level or slopes) and

jointing with stiff mixture of cement Mortar in propotion 1:1 salt

glazed stoneware pipes including testing of pipes and

joints complete

(A) 100mm dia Meter

(B) 150mm dia Meter

177 Providing laying (to Level or Slopes) and jointing 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

(i) 150mm dia Meter

(ii) 250mm Meter

(iii) 300mm Meter

(iv) 450mm Meter

(v) 500mm Meter

(vi) 600mm Meter

(vii) 900mm Meter

178 Constructing Manhole with R.C.C top slab in 1:2:4 mix (1-

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

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

sand : 6- Brick bats 40 + 50mm size) inside plastering 15mm

thick with cement Mortar 1:5 ( 1-cement : 5- coarse sand)

Finished with a floating coat of neat cement and making

channels in cement concrete 1:2:4 (1-cement : 2-Coarse sand :

4- stone aggregates 20mm nominal size) finished smooth

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

1200mm and 1.5 deep including C.I. Cover with Frames size be

not less than 128 kgs *wt. of cover 64kg and brick masonry using

brick having crushing stregtn not less than 35kg Sq.cm in Cement

Mortar 1:5 (1-cement :

(1) A type depth 0.90 Meter for 150mm diameter sewer Each

179 Compaction and finishing of cement concrete road by tremix

process, providing extra labour charge for tremix ( vaccum

dewatering service) process on cement concrete road by using

vaccum dewatering pump floater surface vibrator including

making groove 5mm width and filling with polyvynile

polymer and rough finish to surface as per

instruction including levelling etc. complete

180 Earthwork for embankment including breaking clods,

dressing with all lead and lift (excluding watering and Cu.m

consolidation)(A) From Borrow pits within land width

(B) From Borrow area within 0.5 Km.lead Cu.m

(C) From Borrow area within 1.0 Km.lead Cu.m

(D) From Borrow area within 2.0 Km. lead Cu.m

(E) From Borrow area within 3.0 Km. lead Cu.m

181 Rolling of earthwork in layers with power roller including

filling in depressions which occur during the process.

182 Watering of earth work as directed. Cu.m

183 Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering rolling and

consolidation of subgrade in layers at O.M.C. to required dry

density including filling the depression which occur during

the process using power roller 8T to 10T.(A) From Borrow pits

within land width Cu.m

(B) From Borrow area within 0.5KM. Lead Cu.m

(C) From Borrow area within 1.0KM. Lead Cu.m

(D) From Borrow area within 2.0KM. lead Cu.m

(E) From Borrow area within 3.0KM. Lead Cu.m

184 Box cutting the road surface to proper slope and camber for

making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead. Cu.m

185 Supplying and fixing road sign board of M.S. plates and angle iron

including painting, lettering etc. complete including fixing in

C.C. 1:4:8 with necessary excavation etc. complete as per I.R.C. type

design.(ii) Reflective type Each

186 Pinting and lettering with enamel paint 3- coats etc

complete.(i) Ordi ry K.M. Stone for N.H. S.H. and M.D.R.

187 Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5mm thick

including reflectorising glass beads @ 250gms per sqm area,

thickness of 2.5mm is excluding of surface applied glass beds as per

IRC:35-2015. The finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump patta lane/center

line/ edge line/cut patta. The white color marking should

provide liminance coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during

the service life during the day time. The marking should meet the

performance criteria for night time reflectivity, wet reflectivity

and skidresistance as mentioned in the section-15 of IRC 35-

2015. Warranty for

the Retro reflectivity should be two years.

188 Cat Eye / Road Stud / RPM: Supplying Raised Pavement

Markers made of polycarbonate and ABS moulded body and

reflective panels with Micro prismatic lens (No Glass bead lens)

capable of providing total internal reflectionof the light entering the

lens face and shall support a load of 13635 kgs. tested in accordance

to ASTM D 4280 Type H and complying to Specifications of

Category A of MORTH Circular No RW/NH/33023/10-97 Ð DO

III Dt 11.06. 1997. The height,

width and length shall not exceed 20 mm, 130 mm and 130 mm and

with minimum reflective area of 13 Sqcm on each side and the

slope to the base shall be 35 +/- 5 degree. The body of themarker

should having finger grip for easy and accurate placement and

application with epoxy / bituminous Adhesive as recommended

by the manufacturer of the marker. The color of the marker

should be as per theIRC 35-

2015 and as directed by Engineer-in-charge.

189 Construction of embarkment with approved material

obtained from borrow pits with all lifts and leads,

transporting to site spreading, grading to required slope and

compacting to meet requirement to table 300-2 Construction of

Embankment with Material Obtained from Borrowpits

area within 3.0 Km Lead

190 C.I. Cover with frame 300mm x 300mm Each

191 C.I. Cover with frame 455mm x 610mm Each

192 C.I. Cover with frame 500mm x 700mm Each

193 C.I. Cover with frame 600mm x 850mm Each

194 C.I. Cover with frame for manholes Quintal

195 C.I. Cover without frame 300mm x 300mm Each

196 C.I. Cover without frame 455mm x 610mm Each

197 C.I. Cover without frame 500mm x 700mm Each

198 C.I. Cover without frame 600mm x 850mm Each

199 C.I. Cover without frame for manholes Quintal

200 G.I Sheet 0.8 mm thick Corrugated class-3 Quintal

201 G.I Sheet 0.8 mm thick Plain class-3 Quintal

202 G.I Sheet 0.8 mm thick Semi-Circular class-3 Quintal

203 P.V.C. Pipes 6 kgf / Sq.cm. 110 mm dia. RMT

204 P.V.C. Pipes 6 kgf / Sq.cm. 75mm dia. RMT

205 CPVC Pipe SDR 13.5 - 25 mm daimeter (1)" RMT

206 CPVC Pipe SDR 13.5 - 15 mm daimeter (1/2)" RMT

207 CPVC Pipe SDR 13.5 - 40 mm daimeter (1 1/2)" RMT

208 U PVC SCH40 for cold water 15 mm dia(1/2) RMT

209 U PVC SCH40 for cold water 25 mm dia (1)" RMT

210 U PVC SCH40 for cold water 40 mm dia (1 1/2)" RMT

211 Anodized Alluminium Horizontal Shutter Section 8947,

212 PVC water tank Ltr

213 Supply of Cement Bag

214 Supply of T.M.T Bars Fe- 500D Kg

215 Supply of Fine Sand Cum

216 Supply of Coarse sand Cum

217 Supply of Hand Broken aggregate

(i) 90mm to 25mm size Cum

(ii) 40mm to 63mm size Cum

218 Supply of Crushed Stone aggregate

(i) 40mm to 63mm size Cum

(ii) 40mm size Cum

(iii) 20mm Size Cum

(iv) 10mm size Cum

(V) 10mm to 20mm size Cum

(VI) 6mm to 10mm size Cum

219 Suppying of Brick- Conventional 1000 No.

220 Suppying of Rubble Cum

221 Supplying of Murrum /Binding Material Cum

222 Supply of Stone Dust Cum

223 Labour charges - Excavator Each

224 Labour charges - Blacksmith 1st Class Each

225 Labour charges - Breaker Each

226 Labour charges - Glazier Each

227 Labour charges - Bhisti Each

228 Labour charges - Handcart with Mazdoor Each

229 Labour charges - Mason 1st Class Each

230 Labour charges - Mazdoor (Male) Each

231 Labour charges - Plumber (Fitter) Each

232 Labour charges - Welder Each

233 Unskilled Labour Each

234 Hire charges for Crane Hr

235 Hydraulic Excavator 1 cum bucket capacity @ 60cum per

NOTE :-The rates quoted shall be exclusive of GST in Civil Work and inclusive of GST in Electrical

Work, but Inclusive of all other taxes, duties which shall not be paid extra. While GST will be paid

for admissible part of actual work done at the approved tender rates for civil work and tender

conditions of price variations. GST Shall be paid as per prevailing rates at the time of payment in