Swabhandor

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

different works for Borasd Nagar Palika.

NO. 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 excavated stuff up to 50 m lead.

(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

disposing of the excavated stuff up to 50 m lead.

(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

disposing of the excavated stuff up to 50 m lead.

(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

Filling available excavated earth ( excluding rock ) in trenches

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

in depth consolidated layer by ramming and watering cu.m

6 Filling in plinthwith sand under floors including watering

ramming consolidating and dressing etc. complete. cu.m

7 Filling foundation and plinth with murrum or selected soil in

layers of 20 cm. thickness including watering , ramming and

consolidating etc. comp. cu.m

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

layers of 20 cm. thickness including watering, ramming and

consolidating etc. complete. cu.m

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

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

nominal size) and curing complete excluding cost of form

work in (a) foundation and plinth cu.m

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

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

nominal size) and curing complete excluding cost of form

work in (a) foundation and plinth cu.m

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

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

curing complete excluding cost of form work in

(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 size) and curing complete excluding cost of form

(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

excluding cost of form work in:

(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

excluding cost of form work in:

(a) foundation and plinth cu.m

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

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

size ) and curing complete excluding cost of form work in:

(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

complete excluding cost of form work in

(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 comlete excluding cost of form work & reinforced

(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 cu.m

(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

reinforced concrete chhajjas not exceeding 10 cm. thickness

finishing the exposed surface with cement mortar 1:3 (

cement : 3 fine sand ) to give a smooth surface centering and

form work and curing compelete excluding cost of

reinforcement. cu.m

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

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of laying,

excluding the cost of centering shuttering finishing and

reinforcement including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength

and durability as per direction of the Engineer - in - charge.

Without Fly Ash (Min cement level as per latest IS 456 shall

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

bending, binding and placing in position complete upto floor

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

including bending, binding and placing in position complete

upto floor two level kg

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

work including bending, binding, and placing in position

complete up to floor twol level kg

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

aggregate 6 mm nominal size) reinforced with 1.6mm dia.

Roughening , cleaning , fixing and in cement mortar 1:3 and

curing complete.

(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 size) sand curing complete sq.m

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

manufacturers cement

28 Providing and laying controlled cement concrete m- 150 and

curing complete excluding the cost of form work and

reinforcement for reinforced concrete work in:

(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 cu.m

(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

reinforcement for reinforced concrete work in:

(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 cu.m

(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

reinforcement for reinforced concrete work in:

(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 cu.m

(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 ) and finishing smooth with curing etc. complete

including te cist of foem work but excluding the cost of

reinforcement for R.C.C. work in

(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

Providing and laying controlled cement concrete M- 150 and

finishing smooth with curing complete including cost of form

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

(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) exposed work with curing etc. complete including the

cost of form work but excluding the cost of reinforcement for

(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 work but excluding the cost of reinforcement for R.C.C.

(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 R.C.C lintel including finishing smooth with curing

etc. complete including the cost of form work but excluding

the cost of reinforcement. cu.m

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

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

size) and finishing smooth with curing etc. complete

including cost of form work but excluding the cost of

reinforcement for R.C.C. work in

(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 but excluding the cost of reinforcement for R.C.C.

(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

form work but excluding the cost of reinforcement for R.C.C.

(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 but excluding the cost of reinforcement for R.C.C.

(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 and applying rust preventive coating of approved

make ( for the R.C.C. structures near costal area only ) etc.

41 P & L in position Ready Mixed Concrete for reinforced

cement concrete work, using cement content as per

approved design Mix manufactured in fully automatic

batching plant and transported to site of work in transit

mixer for a lead upto 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C from transit mixer to site of laying excluding the cost

of centering shuttering finishing and reinforcement including

cost of admixtures in recommended proportions as per IS

9103 to accelarate/retard setting of concrete, improve

workability without imparing streangth and durability as per

direction of the Engineer - in - charge without fly Ash (Min

cement level as per latest Is 456 shall be maintained)

(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 mortar 1:5 ( 1 cement : 5 fine sand )

(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 mortar 1:6 ( 1 cement : 6 fine sand )

(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 mortar 1:8 ( 1 cement : 8 fine sand )

(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 mortar 1:1.5 ( 1 cement : 1.5 fine sand )

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

(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 mortar 1:4 ( 1 cement : 4 coarse sand )

in foundation and plinth

(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 mortar 1:5 ( 1 cement : 5 coarse sand )

in foundation and plinth

(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 plinth in cement mortar 1:3 ( 1 cement : 3 coarse sand )

in foundation and plinth

(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

Uncoursed rubble masonary with hard stone of approved

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

1cement :6coarse sand) including leveling up etc. complete cu.m

Uncoursed rubble masonary with hard stone of approved

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

1cement :6coarse sand) including leveling up etc. complete cu.m

Uncoursed rubble masonary with hard stone of approved

quality in foundation and plinth in cement mortar 1:1.5 (

1cement :1.5coarse sand) including leveling up etc. complete 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

floor to level cu.m

57 Coursed rubble masonary with hard stone of approved

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

cement : 6 couesed sand ) etc. complete cu.m

58 Coursed rubble masonary with hard stone of approved

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

cement : 5 couesed sand ) etc. complete cu.m

59 Coursed rubble masonary with hard stone of approved

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

cement : 4 couesed sand ) etc. complete cu.m

60 Coursed rubble masonary with hard stone of approved

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

cement : 3 couesed sand ) etc. complete cu.m

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 etc. height of proping and centering below

supporting floor to ceiling not exceeding 4 mt. and removal

of the same for situ reinforced concrete and plain concrete

(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 Sq.m

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

girders, bressumers and lintel not exceeding 1 Mt. in depth Sq.m

(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

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

(M) staircases with sloopping or stepped softies including rise

cans stringers excluding landing Sq.m

(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 floor to ceiling including

temporary bricks or stone pillars for supporting as required

(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

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

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

and clearstory windows including black enameled M.S. but

hinges with necessary screws

(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

(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 Sq.m

70 Providing and fixing 35 mm thick pannelled, glazed or

panelled and glazed shutters, for Doors, Windows and

clearstory windows including anodised alluminum but hinges

with necessary screws and indian teak wood shutters with

(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 plywood face panels, including

anodised alluminum but hinges with necessary srews

(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 &

clearstory windows kg

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 around square or round bars with round headed

bolts and nuts or by screws

(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 to wood work etc. complete

75 Providing and fixing 35mm thick shuuters for doors

windows, and clearstory windows including indian teak wood

frames 10 cm x 7 cm size including anodized aluminum

fixtures and fastnings including primer coat of approved

quality and two coat of oil paint etc. complete

(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 12 cm x 7 cm size including anodized aluminum

fixtures and fastnings including primer coat of approved

quality and two coat of oil paint etc. complete

(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 having extra reinforcement on sides & edges in Gel

coat 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 fastener

sleeve & alluminum fixtures & fastenings

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 35mm

thick FRP shutter having extra reinforcement on sides &

edges in polish finish. The core of the shutter & frame is to

be filed up with injected polyurethene foam done in situ

alongwith embedded wooden pieces for stiffening & also

taking hinges & fintures. The whole FRP frame & shutter is to

be water proof weather proof, termite proof & resistance to

mild acid/alkali. Rates are to be inclusive of S.S hinges with

necessary screws & alluminium S.S fixtures & fastenings &

fastener sleeve. Sq.m

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 with

conneting clats as in main and cross beamsl hip and jack

rafters, purlins connected to common rafters and the like Qtl.

(D) In trusses and trusses purlins up to 25m span and 15m

overall height Qtl.

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 with

conneting clats as in main and cross beamsl hip and jack

rafters, purlins connected to common rafters and the like Qtl.

(D) In trusses and trusses purlins up to 25m span and 15m

overall height Qtl.

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. Sq.m

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

with frame and diagonal braces of 40x40x6mm iron angle

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 coat of a red

lead paint Sq.m

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 Sq.m

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 Sq.m

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

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

(A) Light shades using white cement Sq.m

(B) Dark shades using ordinary cement Sq.m

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 match

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 20mm

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

(A) 25mm thick Sq.m

(B) 30mm thick Sq.m

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

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 (1-

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

nominal size) laid in one layer finished with a floating coat of

(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 : 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 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 : 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 finished with

flush pointing & Cleaning the surface etc. completed for

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

(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 finished with

flush pointing & Cleaning the surface etc. completed for light

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 sand ) etc.

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

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 etc.

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 Sq.m

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 G.I.sheet

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

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

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

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 excluding

grading complete. Sq.m

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 Sq.m

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 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

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

manufactures Sq.m

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. Sq.m

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

etc. complete. Rmt.

127 Providing 20mm thick double coat mala cement plaster or

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 : 2 coarse

sand ) finished with trovel including scaffolding curing etc.

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 Sq.m

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 Sq.m

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 Sq.m

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 Sq.m

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 papered

135 Extra over Item for painting with plastic emulsing paint of

approved brand Sq.m

136 Finishing wall with water proofing cement paint of on wall

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 Sq.m

137 Extra over Item for every subsequent coat of water proofing

cement paint of approved brand and manufacture

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

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 Sq.m

140 Applying priming coat over new wood and wood based

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

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. complete Sq.m

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 other

foreign matter and sand papered smooth Sq.m

143 Demolition and disposal of unserviceable materials with all

(I) Lime mortar Cu.m

(ii) Unreinforced cement concrete Cu.m

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

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 Sq.m

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

etc. complete. Rmt.

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

Applying general insecticide pest control treatment to floors,

cupboards etc. including labour material etc. compelete Sq.m

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. No.

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 etc. complete. No.

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 materials

(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

260mm x 350mm Each

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 Each

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 directed Each

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. Cu.m

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

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. Cu.m

(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 Sq.m

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

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 : 5-

(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 Sq.m

180 Earthwork for embankment including breaking clods,

dressing with all lead and lift (excluding watering and

consolidation)(A) From Borrow pits within land width Cu.m

(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. Cu.m

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

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. Each

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 130 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. Sq.m

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

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. Nos

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 Cum

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 Civil Work.