SELF FUND

Name of work: Annual Rate for Construction & Repairing Work (Year 2026-27) at Kheda

SCHEME : Government Grant/ Self Fund

Sr. Final Rate with

Item Description Unit Rate

Excavation for foundation up to 1.5 m depth including sorting out

1 and stacking of useful materials and disposing off the excavated cu.m 115.92

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

Excavation for foundation up to 1.5 m depth including sorting out

2 and stacking of useful materials and disposing off the excavated cu.m 148.19

stuff up to 50 Meter lead.(B) Dense or Hard soil

Excavation for foundation for depth from 1.5 m to 3.0 m including

3 sorting out and stacking of useful materials and disposing off cu.m 128.52

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

Excavation for foundation for depth from 1.5 m to 3.0 m including

4 sorting out and stacking of useful materials and disposing off cu.m 160.77

the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

Excavation for foundation for depth from 3.0 m to 5.0 m including

5 sorting out and stacking of useful materials and disposing off cu.m 141.11

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

Excavation for foundation for depth from 3.0 m to 5.0 m including

6 sorting out and stacking of useful materials and disposing off cu.m 172.5

the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

Filling available excavated earth (excluding rock) in trenches. plinth,

7 sides of foundations etc. in layers not exceeding 20 cm. in depth cu.m 129.1

consolidating each disposited layer by ramming and watering.

Filling in plinth with sand under floors including watering

ramming, consolidating and dressing complete

Filling in foundation and plinth with murrum or selected soil in layers of

9 20cm. thickness including watering, ramming and consolidating etc. cu.m 279.23

Filling in foundation and plinth with brick Bats Chhara in layers of 20cm.

thickness including watering, remming and consolidating etc. complete.

Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated

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

Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.(B) Dense or Hard soil ( EXECUTED WITH MANUAL

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off

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

EXECUTED WITH MANUAL LABOUR)

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off

the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil(

EXECUTED WITH MANUAL LABOUR)

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand :

15 6- hand broken stone aggregates 40 mmnominal size) and curing cu.m 2976

complete excluding cost of formwork in (A) Foundation and Plinth

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8-

16 hand broken stone aggregates 40 mm nominal size) and curing complete cu.m 2653.67

excluding cost of formwork in (A) Foundation and Plinth

Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand :

17 6- crushed stone aggregates 20 mm nominal size) and curing cu.m 3957.11

complete including cost of formwork in (A) Wall Caps / Coping

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

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

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

level excluding cost of reinforcment

Extra for additional lift of reinforcing steel for all R.C.C. work above

floor two level.

Providing upto floor two level precast cement concrete jali or grill

1:2:4 mix (1- Cement : 2- coarse sand : 4- graded stone aggregate

21 6mm nominal size) reinforced with 1.6 mm dia. Mild steel Sqm 633.6

wire including roughening,cleaning, fixing and finishing in cement

mortar 1:3 and curing complete. (B) 40mm thick

Providing upto floor two level precast cement concrete jali or grill

1:2:4 mix (1- Cement : 2- coarse sand : 4- graded stone aggregate

22 6mm nominal size) reinforced with 1.6 mm dia. Mild steel Sqm 602.25

wire including roughening,cleaning, fixing and finishing in cement

mortar 1:3 and curing complete. (C) 25mm thick

Providing and laying damp proof course 25mm thick cement concrete

23 1:2:4 (1-Cement : 2 coarse sand : 4 stone aggregate 10 mm Sqm 302.34

nominal size) and curing complete

Providing and laying controlled cement concrete M.150 for curing

complete excluding cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concrete.

Providing and laying controlled cement concrete M.150 for curing

complete excluding cost of formwork and reinforcement for reinforced

concrete work in (B) Walls, from top of foundation level upto floor two

Providing and laying controlled cement concrete M.150 for curing

complete excluding cost of formwork and reinforcement for reinforced

concrete work in (C) Slabs, landing, shelves, Balconies, Lintels, Beams,

Girders and Cantilever upto floor two level

Providing and laying controlled cement concrete M.150 for curing

complete excluding cost of formwork and reinforcement for

reinforced concrete work in (D) Columns, Pillars posts and struts upto

floor two level.

Providing and laying controlled cement concrete M.150 for curing

complete excluding cost of formwork and reinforcement for

reinforced concrete work in (E) Staircases excluding landing upto floor

Providing and laying controlled cement concrete M.150 for curing

complete excluding cost of formwork and reinforcement for

reinforced concrete work in (K) Vertical and Horizontial its upto floor

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concrete

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (B) Walls, from top of foundation level upto

floor two level

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (C) Slabs,landing,shelves,Balconies Lintels,

Beams, Girders and Cantilever upto floor two level.

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (D) Columns, Pillars posts and struts upto

floor two level.

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (E) Staircases excluding landing upto floor

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (K) Vertical and Horizontial its upto floor

Providing and laying controlled cement concrete M.250 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concrete.

Providing and laying controlled cement concrete M.250 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (B) Walls, from top of foundation level

upto floor two level

Providing and laying controlled cement concrete M.250 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (C) Slabs,landing,shelves,Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level.

Providing and laying controlled cement concrete M.250 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (D) Columns, Pillars posts and struts, upto

floor two level.

Providing and applying anticarrasive treatment with polymer base

materials to the steel rainfarcement including descaling the dust and

applying the preventive coating of approved make (for the R.C.C.

structures near coastal area only) etc complete.

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

kms having continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement concrete work

41 including pumping of R.M.C. from transit mixer to site of laying, excluding cu.m 4729.84

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 be

Providing and laying in position Ready Mixed M-250 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

kms having continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement concrete work

42 including pumping of R.M.C. from transit mixer to site of laying, excluding cu.m 4808.38

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 be

maintained) (Cement level 450 kg )

Brick work using common burnt clay building bricks having crushing

43 strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement cu.m 3981.21

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

Brick work using common burnt clay building bricks having crushing

44 strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement cu.m 4725.6

Mortar 1:6 (1- Cement : 6 -fine sand)(C) Fly Ash Bricks

Extra for brick work in superstructure above plinth level upto floor two

level (B) Conventional

Extra for brick work in superstructure above plinth level upto floor two

level(C) Fly Ash Bricks

(ii) Half brick masonry in common brunt clay building bricks having

47 crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 Sqm 583.49

(1- Cement : 5 -coarse sand ) in foundation and plinth (B) Conventional

(ii) Half brick masonry in common brunt clay building bricks having

48 crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 Sqm 655.05

(1- Cement : 5 -coarse sand ) in foundation and plinth (C)Fly Ash Bricks

Extra for brick work in superstructure above floor two level Item No.

(B) Coventional

Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement :

50 3-coarse sand ) with 2 Nos of 6mm Mild steel round bars after every Sqm 656.64

three course embedded in Cement Mortar in foundation and plinth (B)

Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement :

51 3-coarse sand ) with 2 Nos of 6mm Mild steel round bars after every Sqm 735.9

three course embedded in Cement Mortar in foundation and plinth

(C)Fly Ash Bricks

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

Height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (A) Foundations

Footings Bases of Columns etc. and Mass concrete.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

Height of propping and centering below supporting floor to

53 ceiling not exceeding 4 M. and removal of the same for in situ Sqm 250.43

reinforced concrete and plain concrete work in. (B) Flat surfaces such as

soffits of supspened floors slabs Landings and the like. (1) Floors

etc. upto 200 mm in thickness.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

Height of propping and centering below supporting floor to

54 ceiling not exceeding 4 M. and removal of the same for in situ Sqm 270.9

reinforced concrete and plain concrete work in. (B) Flat surfaces such as

soffits of suspended floor roof slabs Landings and the like. (2) Floors

etc. above 200mm in thickness.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to

55 ceiling not exceeding 4 M. and removal of the same for in situ Sqm 229.95

reinforced concrete and plain concrete work in. (C) Vertical surface

such as walls (any thickness) partitions and the like including

attached buttresses & string course & the like.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (G) Columns

PillarsPosts and struts. (1) Square Rectangular Polygonal in plan.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (G) Columns

PillarsPosts and struts. (2)Circular or curved in Plan.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to

58 ceiling not exceeding 4 M. and removal of the same for in situ Sqm 193.73

reinforced concrete and plain concrete work in. (H) (1) Sides and

soffits of Beams Beam Haunchings cantilevers Girders Bressumers and

Lintels not exceeding 1 M. in Depth.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to

59 ceiling not exceeding 4 M. and removal of the same for in situ Sqm 258.3

reinforced concrete and plain concrete work in. (H) (2) Sides and

soffits of Beams Beam Haunchings canti- levers Girders Bressumers

and Lintels exceeding 1M.in Depth.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (I) Edges of slabs and

Breaks in floors and walls.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to

61 ceiling not exceeding 4 M. and removal of the same for in situ Sqm 488.25

reinforced concrete and plain concrete work in. (K) Small

surfaceassuch as cantiever brackets and ends of steps caps and basses

to pilasters and Columns and the like.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (L) Chullah Hoods,

weather shades Chhajjas Corbels etc. including edges.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (M) Staircase with

sloping or stepped soffits including risers and stringers excluding landing.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (Q) Vertical fins

and vertical sun breakers.

Providing wood work in frames of Doors, windows cleare story

65 windows and othersimilar works wrought, framede and fixed in position. 10 Cu.Dm. 602.04

(A) Indian Teak Wood

Providing wood work in Trusses, Purling, Rafter, Post,Post Plates,

wall plates and the like wrought framed, hoisted and fixed in position

Providing wood work in frames of false- ceiling, partitions etc

sawn and put up in position. (A) Indian Teak Wood

Providing and fixing 35 mm thick shutters for Doors, windows and

68 clear story windows including anodised alluminium butt hinges with Cu.Dm. 3902.35

necessary screws.(A) Indian Teak Wood (1) Fully Panelled

Providing and fixing 35 mm thick shutters for Doors, windows and

69 clear story windows including anodised alluminium butt hinges with Sqm 3211.96

necessary screws. (A) Indian Teak Wood (ii) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors, windows and

clear story windows including anodised alluminium butt hinges with

necessary screws. (A) Indian Teak Wood(iii) Partly panelled and partly

Providing and fixing 35 mm thick shutters for Doors, windows and

71 clearstory windows including blackenamelled M.S. butt hinges with Sqm 3620.47

necessary screws. (A) Indian teak wood. (i) Fully Panelled.

Providing and fixing 35 mm thick shutters for Doors, windows and

72 clearstory windows including blackenamelled M.S. butt hinges with Sqm 2930.08

necessary screws. (A) Indian teak wood. (ii) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors, windows and

clearstory windows including blackenamelled M.S. butt hinges with

necessary screws. (A) Indian teak wood. (iii) Partly panelled and partly

Providing and fixing 25 mm thick shutters for cupboards etc. including

74 anodised alluminium butt hinges with necessary screws. (A) Indian Sqm 3034.1

teak wood. (i) Fully Panelled.

Providing and fixing 25 mm thick shutters for cupboards etc. including

75 anodised alluminium butt hinges with necessary screws. (A) Indian Sqm 2594.74

teak wood. (ii) Fully Glazed.

Providing and fixing 25 mm thick shutters for cupboards etc. including

76 anodised alluminium butt hinges with necessary screws. (A) Indian Sqm 2814.42

teak wood. (iii) Partly panelled and partly glazed.

Providing and fixing 25 mm thick shutters for cupboards etc. including

77 black enamelled M.S. butt hinges with necessary screws. (A) Indian Sqm 3006.75

teak wood. (i) Fully Panelled.

Providing and fixing 25 mm thick shutters for cupboards etc. including

78 black enamelled M.S. butt hinges with necessary screws. (A) Indian teak Sqm 2567.38

wood. (ii) Fully Glazed.

Providing and fixing 25 mm thick shutters for cupboards etc. including

79 black enamelled M.S. butt hinges with necessary screws. (A) Indian Sqm 2787.06

teak wood. (iii) Partly panelled and partly glazed.

Provoding and fixing flush door shutters, solid core construction

with frame of first class hardwood with cross board and face veneer

or plywood face panels, including anodised alluminium butt

hinges with necessary screws. (B) Non-decorative type and block

board core anodised alluminium butt hinges in flush door shutters (2)

Providing and fixing M.S. grills of required pattern to wooden frames

of windows etc. with M.S. flats at required spacings and frame

alround, square or round bars with round headed bolts and nuts or by

screws (A) Plain Grill.

Providing and fixing M.S. grills of required pattern to wooden frames

of windows etc. with M.S. flats at required spacings and frame

alround, square or round bars with round headed bolts and nuts or by

screws. (B) ORNAMENTAL GRILL

Providing and fixing 35 mm thick shutters for Doors, windows and

clerestory windows including Indian teak wood frames 10 cm x 7 cm.

83 size including anodized alluminium fixtures and fastenings including Sqm 4595.06

primer coat of approved quality and two coats of oil painting etc,

complete. (i) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors, windows and

clerestory windows including Indian teak wood frames 10 cm x 7 cm.

84 size including anodized alluminium fixtures and fastenings including Sqm 5285.45

primer coat of approved quality and two coats of oil painting etc,

complete. (ii) Fully Panelled.

Steel work, riveted in built up sections framed work including cutting,

hoisting, fixing in position and applying a priming coat of red lead paint. (A)

85 In beams and joists, channels angles Tees, flats, with connecting plates q 5761.04

or angle cleats as in main and cross beams. Hip and jack rafters,

purlins conneted to common rafters and the like.

Steel work, riveted in built up sections framed work including cutting,

hoisting, fixing in position and applying a priming coat of red lead paint.

(D) In trussses and trussed purlins, upto 25 M. span and 15 M ovarall

Providing and fixing rolling shutters of approved make made of

mm wide M.S. laths inter-locked together through their entire length

and jointed together at the ends by end locks mounted on specially

87 designed pipe shaft with bracket plates, guide channels and Sqm 3468.72

arrangements for inside and outside locking with push- pull operation

complete but excluding the cost of hood cover and spring. (A) Shutters

having width below 3.5.M.

Providing and fixing M.S. Fan clamps type 1 to 16mm dia M.S. bar bent to

88 shape with hooked ends to R.C.C. slabs curing, laying including painting Each 124.74

the exposed portion of loops, all as per standard design complete.

Providing and fixing window having extruded aluminum Colour anodized

section frame main outer size 95mm x 24mm x 1.17mm @ wt.of

Kg/mt , horizontal Three track member size 92mm x 31.75mm x

1.30mm,@ Wt.1.07 Kg/mt , vertical member of size 92mm x

31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding shutters of

horizontal member size 40 mmx18mm x1.29mm @ wt.of 0.456 Kg/mt,

vertical member of size 40mm x 18mm x 1.29 mm @ wt.of 0.456Kg/mt/

with 5 mm thick transparent bronze colour tinted float glass with

powder coated aluminum fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc

Providing and fixing window having extruded aluminum Colour anodized

section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt

Kg / Rmt, horizontal two track member size 61.85 mm x 31.75 mm x

1.20mm @ wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x

31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding shutters of

90 horizontal member size 40mm x 18mm x 1.29mm @ wt.of Sqm 1688.78

0.456Kg/mt, vertical member of size 40mm x 18mm x 1.29mm @

wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick transparent

bronze colour tinted float glass with powder coated aluminum fittings and

fixtures and transparent silicon sealant glass fixing to frame as per details

etc complete for window.

Providing and fixing standared extruded of alluminium section of size

63.50 x 38.10 x 1.95 mm @ Wt 1.094Kg / Rmt with colour anodized

91 alluminium frame with 5 mm thick transparent bronze colour tinted Sqm 1278.03

float glass with colour anodized alluminium frame for ventilation with

mm thick frosted glass as details etc complete for.window

Providing and fixing standared extruded of alluminium section of size

63mm x 38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with colour anodized

alluminium frame for ventilation with 5 mm thick frosted glass as

details etc complete for Ventilation

Providing and laying precast terrazo tiles 20mm thick with marble

chips of sizes. upto 6mm in skirting and risers of steps not exceedings

93 30 cms. in height on 10mm thick cement plaster 1:3 (1-cement : 3- Sqm 656.78

coarse sand ) jointed with neat cement slurry including rubbing and

polishing complete with tiles of. (A) Light shades using white cement

Providing laying precast terrazo tiles 20mm thick with marble chips of

sizes. upto 6mm in skirting and risers of steps not exceedings 30 cms. in

hieght on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand )

jointed with neat cement slurry including rubbing and polishing complete

with tiles of. (B) Medium Shades using approx. 50% white Cement and 50%

ordinary cement

Providing and laying white glazed tiles 6mm thick in flooring treads of

95 steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1- Sqm 899.33

cement : 3-coarse sand ) finishing with flush pointing in white cement.

Providing and laying Ceramic tiles 6mm thick in flooring treads of steps and

96 landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3- Sqm 940.28

coarse sand ) finishing with flush pointing in white cement.

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in

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

mortar 1:3 (1-cement : 3- coarse sand ) finishing with flush pointing

in white cement.

Providing and laying Vitrified tiles 8 to 10 mm thick , 36'' x 36'' in

flooring treads of steps and landing laid on a bed of 12mm thick

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

pointing in white cement.

Providing and layingCeramic tiles 6mm thick in skrting risers of steps

99 and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) Sqm 971.78

and jointed with white cement slurry

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in skrting

100 risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : Sqm 1130.15

3-coarse sand) and jointed with white cement slurry

Providing and laying polished Kota stone slab flooring over 20mm

(Average) thick base of cement mortar 1:6 (1 cement : 6-coarse sand) or

101 L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and jointed with Sqm 544.03

grey cement slurry mixed with pigment to match the shade of slab

including rubbing and polishing etc. complete. (A) 25mm thick

Providing and laying polished Kota stone slab flooring over 20mm

(Average) thick base of cement mortar 1:6 (1 cement : 6-coarse sand) or

L.M. 1.1.5 laid over and jointed with grey cement slurry including

rubbing and polishing etc. complete. (B) 30 mm thick

Providing and laying polished kota stone slab 25mm thick in risers of

steps,skirting Dedo and pillars laid on 10mm thick cement mortar 1:3

103 (1-Cement : 3 coarse sand) and jointed with gray cement slury mixed Sqm 1116.68

with pigment to match the shade of slab including rubbing and

polishing etc. complete.

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 finised

with flush pointing & cleaning the surface etc. complete for DARK

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

105 on existing flooring by adhesive material including dismentaling of Sqm 1383.99

existing flooring and jointed with color cement slurry including finised

with flush pointing & cleaning the surface etc. complete for antiskit

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

106 on existing flooring by adhesive material including dismentaling of Sqm 1236.38

existing flooring and jointed with color cement slurry including finised

with flush pointing & cleaning the surface etc. complete for light shade

Providing and fixing pre-cast concrete kerb stone of gray cement based

concrete block 30cm length,30cm height and 15cm thick of M200 grade

107 concret as per approved design and including excavation for fixing in Rmt 381.15

proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand)

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.

Providing and laying broken chine mosaic flooring for terrace

using 12 mm to 20 mm broken pieces of glazed tiles to be laid over

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

mortar creme out upto surface using white cement including

rounding off junctions and extending them upto 15 cm along the

wall,clearing with water and oxalic acid etc. as directed.

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished

iron J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I.

limpet washer or G.I. limpet washer. filled with white lead complete

excluding the cost of purlins, Rafters and Trusses.(1) 0.80 mm thick sheet.

Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 fixed

111 with G.I.J. or L Hooks and nuts 8mm dia G.I. Limpet and bitumen Sqm 635.58

washer complete. (1) 0.80 mm thick sheet.

Providing valleys 900mm overall in plain 1.6mm thick G.I. sheet fixed

112 with G.I. J or L Hooks, Bolts and nuts glavanised iron J or L Hooks Bolts Sqm 1042.78

and nuts 8mm dia G.I. Limpet and bitumen washers complete.

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) 0.80 mm thick Sheet.

Providing and fixing on wall face C.I. Rain water pipe including filling

114 the joints with spun yarn soaked in neat cement slurry and cement mortar Rmt 283.62

1:2 (1- Cement : 2-fine sand) (A) 75 mm dia.

Providing and fixing eco-friendly light weight calcium silicate false

ceiling tiles having Tegular edge & 15 mm Thick Densified edges on

the Tile Periphery for Extra Strength The Light weight calcium silicate

ceiling tiles shall have , light reflection 85% non-combustible as per B.S.

476 part IV, 100% humidity resistance and also having thermal

conductivity0.043° w/m KC.for the best thermal Insulation . The Light

weight calcium Silicate tile shall be of approved texture Fine

fissured/ Spintone/Cosmos having NRC value of 0.5 & Globe having

NRC value of 0.75 NRC or equivalent of size 595 X 595 mm to be laid on

true horizontal level suspended inter locking metal grid of hot dipped

galvanized steel sections (galvanizing @120 grams per sqm

including both side) consisting of main ‘T’ runner suitably spaced at

joints to get required length and size of 24X38mm made from

mm thick (minimum) sheet, 1200mm centre to centre, and cross ‘T’

of size 24X28mm made out of 0.33mm (Minimum) sheet spaced

1200mm along spaced between main ‘T’ at 600mm centre to centre to

form agrid of 1200X600mm and secondary cross ’T’ of length 600mm

and size 24x28mm made of 0.30 mm thick (Minimum) sheet to be

interlocked at middle of the 1200X600mm panel to form grid of size

600X600mm resting on periphery walls/partitions on a perimeter wall

angle pre-coated steel of size (24X24X3000mm made of 0.40mm thick

(minimum) sheet with the help of rawl etc.

Pro. And fixing single layer water proof gypsum board 12.5 mm thick

sections using water proof board of size 1220 mm x 1830 mm x

mm suspended by GI suspender channel of size 25 mm x 3 mm

with intermediate channel og size 18 mm x 40 mm x 0.8 mm at 1220 mm

center to center ceiling section of size 40 mm x 35 mm x 0.55 mm at

457 mm c/c and perimeter channel A of size 20 mm x 27 mm x 30 mm x

0.5 mm at edges & drops incl.paper tap sand sofit cleat, anchor

fastener, scoch bolt connecting cleat,joining compound top coat on

ceiling incl.making necy.opening for light fitting,diffuser etc. comp. as

per detail drawing as directed

Providing 15mm thick cement plaster in single coat on Rough

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

floor two level and finished even and smooth in (iii) Cement mortar 1:3

(1-cement:3-sand)

Providing 20mm thick cement plaster in single coat on single or half

118 brick walls for interior plastering upto floor two level and finished even Sqm 247.28

and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)

20mm thick sand faced cement plaster on walls upto height

metres above ground level consisting of 12mm thick backing coat of

C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-

cement : 1- sand) etc. complete.

Pointing on brickwork with cement mortar 1:3 (1- cement : 3-

coarse sand) (A) Flush pointing

Pointing on coursed stone masonry with cement mortar 1:3 (1-cement : 3-

coarse sand) (A) Flush pointing

Pointing on Uncoursed stone masonry with cement mortar 1:3 (1-

cement : 3-coarse sand) (A) Flush pointing

Providing 20 mm thick double coat mala cement plaster on interior

brick / concrete work for plastering comprising of base coat of

mm thick cement plaster in cement mortar (1 Cement : 4 coarse sand)

in rough finishing and 8 mm thick top coat of cement mortar 1:2 (1

Cement : 2 Coarse sand) finished with trovel including scaffolding curing

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

124 shade including thoroughly booming the surface to remove all dirt, dust; Sqm 11.97

mortar drops and other foreign matter.

Colour washing with lime on wall surface (two coats ) over and

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

through brooming the surface to remove all dirt, dust, mortar drops and

other foreigh matter.

Distempering with dry distemper of approved brand and manufacture

(two coats) and of required shade on wall surfaces of given an even

126 shade, over and including a priming coat of whiting after thoroughly Sqm 46.94

brooming the surface free from mortar dropping and other foreign

Distempering with dry distemper of approved brand and manufacture (One

coats) and of required shade on wall surfaces of given an even shade,

after thoroughly brushing the surface clean of all grease, dirt, loose pieces

of scales including preparing the surface even and sand papered smooth.

Distempeing (Two coats) with oil bound distemper of approved brand

and manufacture and of required shade on wall surfaces to give an

even shade, over and including a priming coat with distemper

128 primer of approved brand and manufacture after thoroughly Sqm 71.19

brushing the surface free from mortar dropping and other foreign

matter and also including preparing the surface even and sand papered

Distempeing (One coats) with oil bound washable distemper of

approved brand and of required shade on wall surfaces to give an even

129 shade, after thorouhly brushing the surface clean of all grease dirt, loose Sqm 26.94

pieces of scales and also including distempering with oil bound washable

distemper of preparing the surface even and smooth.

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 the surface to remove all

dirt and remains of loose powered materials.

Wall painting (two coats) with plastic emulsion paint of approved brand

and manufacture on undecorated wall surface to give an even

shade including throughly brushing the surface free from mortar

droppings and other foreign matter and sand papered smooth.

Applying priming coat over new steel and other metel surface after

and including preparing the surface by throughly cleaning, oil,grease,

132 dirt and other foreign matter and scoured with brushes fine steel Sqm 34.82

wood, scrapers and sand paper with ready mixed priming paint brushing

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brushing, interior to give an even shade

including cleaning the surface an even shade including cleanicn the

surface of all dirt, dust and other foreign matter.

Painting one coats (excluding priming coat) on previously painted steel and

134 other metal surface with enamel paint, brushing to give an even shade Sqm 54.66

including cleaning the surface of all dirt, dust and other foreign matter.

Painting two coats (excluding priming coat) on new steel and other metal

135 surface with synthetic enamel paint, brushing to give an even shade Sqm 64.66

including cleaning the surface of all dirt, dust and other foreign matter.

Painting one coats (excluding priming coat) on previously printed steel

and other metal surface with synthetic enamel paint, brushing to give

an even shade including cleaning the surface of all dirt, dust and

other foreign matter.

Painting two coats (excluding priming coat) on new wood and

wood based surface with enamel paint, interior to give an even

shade including cleaning the surface of all dirt, dust and other foreign

matter sand papering and stopping.

Painting one coats (excluding priming coat) on previously painted wood

138 and wood based surface with enamel paint, to give an even shade Sqm 54.98

including cleaning the of all dirt, dust and other foreign matter.

Polishing with french polish on new wood and wood based surface to

139 give an even surface including cleaning, the surface of all dirt, dust and Sqm 131.84

sand papering smooth and including a coat of wood filler.

Polishing with french polish on previously polished wood and wood

based surface to give an even surface including cleaning, the

surface of all dirt, dust and sand papered smooth and including a coat of

Painting lines, deashes, arrows, letters etc on roads, Air fields and like in

141 two coats with road marking paint, brushing including cleaning the Sqm 121.91

surface of all dirt, dust and other foreign matter. (i) Over 10cm in width

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

Applying two coats of putty & two coats of primer of approved brand

and manufacture on new wall surface to give an even shade including

thoroughly brushing the surface free from mortar dropping and other

foreign matter and sand papered smooth.

Demolition and disposal of unserviceable materials with all lead and lift.(i)

Demolition including stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (i) R.C.C. work

Demolition of Brick work and stone masonry including stacking of

146 serviceable materilas and disposal of unserviceable materials with cu.m 352.8

all lead and lift.(ii) In Cement Mortar.

Demolition of terrace including stacking of serviceable materilas and

147 disposal of unserviceable materials with all lead and lift.(i) Brick tile Sqm 61.59

Dismentaling tiled of stone floors laid in mortar including stacking

148 of serviceable materilas and disposal of unserviceable materials with all Sqm 46.31

Dismentaling of wooden floors including stacking of serviceable

materilas and disposal of unserviceable materials with all lead and lift.

Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters

150 etc. stacking of serviceable materilas and disposal of unserviceable Sqm 46.31

materials with all lead and lift.(i) G.I.sheet roofing.

Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters

151 etc. stacking of serviceable materilas and disposal of unserviceable Sqm 51.51

materials with all lead and lift.(ii) A.C. sheet roofing.

Dismentling wood work, wrought framed and fixed in frames trusses

including stacking the materials with all lead and lift.

Dismentling expanded metal or I.R.C Fabric with necessary

153 battens and beadings including frame work, and stacking the Sqm 53.87

serviceable materials with all lead and lift.

Dismentling steel work including distempering and stacking the

materials with all lead and lift.

Dismentling doors, windows, ventilators etc. (wood or steel) shutters

including chowkhats architraves, holdfasts and other attachment

etc. complete and stacking them within all lead and lift.(i) Not exceeding

3 Sq.M. in area.

Dismentling doors, windows, ventilators etc. (wood or steel) shutters

including chowkhats architraves, holdfasts and other attachment

etc. complete and stacking them within all lead and lift.(ii) Exceeding

3 Sq.M. in area.

Dismentling barbed wire in fencing including making rolls and also

including dismentling fencing posts including all earth work concrete in

157 base and making good the disturbed ground stacking useful Rmt 64.26

materials as directed and disposing as directed and disposing of

the unserviceable materials with all lead and lift.

Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes with

158 fittings and clamps including stacking the materials with all lead and lift ( Rmt 72.3

for any dia, of pipe)

Dismantling santtary fittings like wash basin . W.C. pan Indian and

159 European type, flushing tank etc. including stacking the materials with Each 390.6

all lead and lift.

Scraping oil paint from steel and other metal surface and making the

surface even (with Hand Scraping.)

Removing and scraping of old deteriorated plaster of any thickness fromm

161 wall / R.C.C member including stacking of serviceable material and Sqm 18.75

disposal of unserviceable from site of work with all lead and lift

Providing and fixing PUF Insulated continueous sandwich panels for roofs

of total thickness not less than 30 mm made out from continue line

method.Panel shall have 0.5 mm thick pre coated GI sheet on

both side of Polyurethane foam with external face being corrugated

in shape for GI and PU foam both material.The crest height of the

panel shall be of 35mm minimum wiht 250mm c/c pitch. The

Precoated sheet shall be of minimum 240 mpa steel grade

confirming to IS 14246:1995 and shall have zinc coating of 120 gsm

as per IS:277 , 5-7 microns epoxy primer on both side of the sheet and

polyester top coat 15-18 micron.The PPGI Sheet shall have protective

guard film of minimum 25 microns to avoid scratches wihile

trasportation.The roof panels are laid over a frame work of trusses,

columns and purlins fixed using 90mm self drilling bolt with

rubber washer including all types of flashings. PU Foam must be self-

extinguishing, fire retardant type having minimum density of

Kg/Cu.mt.( +, - 2 Kgs) including 0.25mm craft paper edging,self

tapping screws of required length and nos.etc complete as per

structural design and direction of Engineer-in-charge.

Providing and fixing PUF Insulated continueous sandwich panels for walls

of total thickness not less than 50 mm and width 1.0 m made out from

continue line method on automatic plant.Panel shall have 0.5 mm

thick pre coated GI sheet on both side of Polyurethane Foam

confirming to IS 12436:1988.The Precoated sheet shall be of minimum

240 mpa steel grade confirming to IS 14246:1995 and shall have zinc

coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy

primer on both side of the sheet and polyester top coat 15-18

micron.The PPGI Sheet shall have plastic protective guard film of

minimum 25 microns to avoid scratches during trasportation.The panels

shall be vertically joined together by tongue and groove joints. The PU

Foam shall be self-extinguishing, fire retardant type having

minimum density of 40 Kg/Cu.mt.( +, - 2 Kgs) including 0.25 mm thick

craft paper edging on both edges. The panels shall be fixed to the

steel frame structure with minimum 5mm thick self tapping GI screws

of required length and nos. with minimum spacing of 300 mm c/c.

Providing and fixing PUF Insulated continueous sandwich panels for walls

of total thickness not less than 40 mm and width 1.0 m made out from

continue line method on automatic plant.Panel shall have 0.5 mm

thick pre coated GI sheet on both side of Polyurethane Foam

confirming to IS 12436:1988.The Precoated sheet shall be of minimum

240 mpa steel grade confirming to IS 14246:1995 and shall have zinc

coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy

primer on both side of the sheet and polyester top coat 15-18

micron.The PPGI Sheet shall have plastic protective guard film of

minimum 25 microns to avoid scratches during trasportation.The panels

shall be vertically joined together by tongue and groove joints. The PU

Foam shall be self-extinguishing, fire retardant type having

minimum density of 40 Kg/Cu.mt.( +, - 2 Kgs) including 0.25 mm thick

craft paper edging on both edges. The panels shall be fixed to the

steel frame structure with minimum 5mm thick self tapping GI screws

of required length and nos. with minimum spacing of 300 mm c/c.

Structural steel work ( Confirming to IS 4923-1997) riveted, bolted

or welded in builtup for all type sections, in framed work, including

165 cutting, hoisting, fixing in position and applying a priming coat of kg 126.68

approved steel primer all complete as per the structural designs and

directions of Engineer in charge.Column ( 122 x 61 x 3.6mm )

Providing and fixing of Bottom and top U track for closing of end

joints for cut PUF panels of size of 52mm x 30mm with 5mm lipping on

Both edges. The U track shall be made out of 0.5 mm thick pre coated

GI sheet.The Precoated sheet shall be of minimum 240 mpa steel

grade confirming to IS 14246:1995 and shall have zinc coating of

minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on

both side of the sheet and polyester top coat 15-18 micron. The PPGI

Sheet shall have plastic protective guard film of minimum

microns to avoid scratches during transportation. The U track shall be

fixed with suitable POP rivet with wall roof panels and plinth with

Expandable fastners with minimum spacing of 450 mm c/c. The

Utrack shall be fixed

Providing and fixing M.S. fan clamps of shape and size as specified in

existing R.C.C. slab including cutting chase and making good.

Cutting out cracks of roof terrace to V- section , cleaning out, wetting

grouting with cement and sand slurry 1:3 (1-cement 3-sand )

Cutting out cracks roof terrace to V-Section cleaning out and filling solidly

with a hot mixture of bitumen and clean dry sand (1:1 by weight)

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

Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at

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

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

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

with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc complete.

Constructing a sink (chowkedi) with C.C. 1:2:4, 12cm. thick over B.B.

masonry in C.M,(1:6) in front and dwarf wall 1.0 Mt.high and

cm.thick cement plaster to masonry / in C.M.1:3) and cement

concrete flooring in 1:2:4: mi x 5 cm. dia. drain pipe etc.complete.

Constructing a cooking platform 60 cm. width and 70 cm high resting on

B.B.Masonry walls 23 cm.thick in C.M.(1:6) with (i) Fixing or precast

172 R.C.C.1:2:4) 8 cm. thick slab with marble chips set in C.M. (1:6) Rmt 2668.9

(6mm thick terrazo) with plastering on exposed faces walls in C.M.

(1:4) etc complete.

Applying general insecticide pest control treatment to floors,

cupboards etc including labour materials etc. complete. Using

Imidacloprid 30.5 SCas Per IS 6313 part - II( (0.075% concentration by

mass) is recommended 10.5ml chemical diluted with 5 liters of water

application 0.5 litre chemical /Sqm of surface is recommended as per

Carring out plinth treatment to post construction / existing

structure by spraying chemical solution for termite control treatment

including labour and material consistment with I.S.I specification. Using

Chlordene and Chiorpurfiles 20 EC. As Per 6131_paret-II Consentration

Weight one percent is recommended i.e one litre 20 EC chemical emulsion

with 19 liter give 1 % concrentration inclusive of one litre chemical

emulsion appication at the rate of 5 Litre chemical / Sqm of

surface is recommended as per I.S

Providing and laying, Spreading and compacting graded stone aggregate to

wet mix macadam specification including premixing the material with

water at OMC in mechanical mix plant carriage of mixed material by tipper

to site,laying in uniform layers with motor grader in sub-base/base course

on well prepared surface and compacting with vibratory roller to achieve

the desired density.

Supply & fixing factory finished cold formed Light guage steel frame

sections confirming to SP:6 (5) 1980 at site or work including riveted,

bolted or welded in builtup for all type of sections ,in framed work,

cutting, hoisting, fixing in position and applying primer coat of

approved steel primer etc. complete as per structural designs &

directions of Engineer-in-charge.

Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2 working

pressure poluthene pipes of the following outside Dia. Low

densidy, complete with special falnge compression type fittings, wall

clipsetc. including making good the wall ceiling and floor.(A)20mm

Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2 working

pressure poluthene pipes of the following outside Dia. Low

densidy, complete with special falnge compression type fittings, wall

clipsetc. including making good the wall ceiling and floor.(B)25mm

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working

pressure poluthene pipes of the following outside Dia. Low

densidy, complete with special falnge compression type fittings, wall

clipsetc. including making good the wall ceiling and floor.(C) 32mm

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working

pressure poluthene pipes of the following outside Dia. Low

densidy, complete with special falnge compression type fittings, wall

clipsetc. including making good the wall ceiling and floor.(D) 40mm

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working

pressure poluthene pipes of the following outside Dia. Low

densidy, complete with special falnge compression type fittings, wall

clipsetc. including making good the wall ceiling and floor.(E) 50mm

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working

pressure polythene pipes of the following outside Dia. Low

densidy, complete with special falnge compression type fittings, wall

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

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working

pressure poluthene pipes of the following outside Dia. Low

densidy, complete with special falnge compression type fittings, wall

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

Providing and fixing cast iron spigot and socket soil, waste and

ventilating pipes of the following nominal size.(B) 75mm dia.

Providing and fixing cast iron spigot and socket soil, waste and

ventilating pipes of the following nominal size.(C) 100mm dia.

186 Providing and fixing in position cowel went to pipes.(B) 75mm dia. Each 732.09

187 Providing and fixing in position cowel went to pipes.(C) 100mm dia Each 881.64

Providing and fixing cast iron (Spun) Nahni trap of the following

nominal diameter of self cleaning design with C.I. screaed down or

higned grating including cost of cutting and making good the walls and

floor 100mm inlet and 50mm outlet.(C) 100mm dia.

Providing and fixing water closet squatting Pan (Indian type W.C. Pan)

size 580mm (Earthwork, bed concrete, foot reste and trap to be

measured and paid for separately) (A) Vitreous China.(I) Long pattern

Providing and fixing wsh down water closet (European type, W.C.

Pan) with integral P or S trap including jointing the trap with soil

190 pipe in Cement Mortar 1:1 (1- Cement : 1-fine sand) (Seal and cover to Each 1290.8

be measured and paid for separately)(A) vitreous China Pattern :(i) in

Providing and fixing in Cement Mortar 1:3 (1-Cement : 3 coarse sand)a,

191 pair of white vitreous China 250mm x 130mm x 30mm footrest to Each 113.54

long pattern squatting pan water closet.

Providing and fixing 12.5 Litres high level C..I. flushing cistern with A

pair of C.I. or Mild steel brackets, womplete with fittings such as

syplionic arrangement, 15mm nominal size brass ball valve with polythene

192 float, lever G.I. China (60 cm. ) and pull union and couplings for Each 1538.93

connections with inlet, outlet and overflow pipes etc. including cutting

holes in walls and making good the same (overflow pipe to be

measured and paid fo separately )

Providing and fixing in position with clamps etc. 32mm nominal

internal diameter galvanised steel tube flush pipe for high level

flushing cistern including connecting the flush pipe with cistern and

closet and making good the walls and floors.

194 Providing and fixing G.I. inlet connection for flush pipe with W.C. Pan Each 25.2

Providing and fixing plastic seat and cover for wash down water

195 closer with C.P. brass hinges and rubber buffers. (B) Black plastic seal Each 288.45

Providing and fixing washbasin with single hole for pillar tap with C.I. or

M.S. brackets painted white including sutting holes and making good

the same but excluding fittings.(A) Vitreous China:(ii) Flat Back

washbasin 550 mm x v 400mm size. (i) In white colour.

Providing and fixing Kitchen sink with C.I. or M.S. brackets,

painted white including cutting holes in walls and making good the

same but excluding fittings. (C) Vitreous China Sink.(i) 600mm x 450mm x

Providing and fixing C.P. brass waste for washbasin or sink. (A)

Providing and fixing C.P. brass waste for washbasin or sink. (B) 40mm

Providing and fixing M.I. fisher union for washbasin or sink. (A) 32mm

Providing and fixing M.I. fisher union for washbasin or sink. (B) 40mm

Providing and fixing 100mm sand cast iron grating for gully, floor or

Providing and fixing C.P. brass shower rose with 15mm or 20mm

inlet.(A) 100mm dia. Each

Providing and fixing 600mm x 450mm bevelled edge mirrror of

204 superior glass mounted on 6mm thick A.C. sheet or plywood sheet and Each 825.48

fixing to wooden pluge with C.P. brass screws and washers.

Providing and fixing C.P. brass towel rail comlete with C.P. brass

205 brackets fixed to wooden plugs with C.P. brass scews.(B) 600mm x 20mm Each 597.22

Providing and fixing 600mm x 120mm glass shelf with C.P. brass

206 bracket and guard rail complete mixed to wooden plug with C.P. brass Each 510.3

207 Providing and fixing toilet paper holder.(A) C.P. Brass Each 414.53

Providing and fixing screw down bib taps of following size.(A) Brass

screw down bib tap polished bright. (i) 15mm dia.

Providing and fixing screw down bib taps of following size.(A) Brass

screw down bib tap polished bright. (ii) 20mm dia.

Providing and fixing screw down bib taps of following size.(B) Brass

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

Providing and fixing screw down bib taps of following size.(B) Brass

chromium plated screws down Bib Tap. (ii) 20mm dia.

Providing and fixing screw down bib taps of following size.(C) Gun

metal screw down bib tap. (i) 15mm dia.

Providing and fixing screw down bib taps of following size.(C) Gun

metal screw down bib tap. (ii) 20mm dia.

Providing and fixing pillar tap, capstan head, screw down high

pressure with screws, shanks and back nuts. (i) 15mm dia.

Providing and fixing pillar tap, capstan head, screw down high

pressure with screws, shanks and back nuts. (ii) 20mm dia.

216 Providing and fixing brass screw down stop tap.(A) 15mm dia. Each 203.79

217 Providing and fixing brass screw down stop tap.(B) 20mm dia. Each 221.59

218 Providing and fixing brass screw down stop tap.(C) 25mm dia. Each 218.63

Providing and fixing Gun metal check or non-return fullway wheel

valve.(A) 15mm dia.

Providing and fixing Gun metal check or non-return fullway wheel

valve.(B) 20mm dia.

Providing and fixing Gun metal check or non-return fullway wheel

valve.(C) 25mm dia.

Providing and fixing Gun metal check or non-return fullway wheel

valve.(D) 32mm dia.

Providing and fixing Gun metal check or non-return fullway wheel

valve.(E) 40mm dia.

Providing and fixing chromium plated brass half trun flush cock of

approved quality including fixing in pipe line etc. complete.(i) 20mm dia.

Providing and fixing chromium plated brass half trun flush cock of

approved quality including fixing in pipe line etc. complete.(ii) 25mm dia.

Providing and fixing chromium plated brass half trun flush cock of

approved quality including fixing in pipe line etc. complete.(iii) 32mm dia.

Providing and fixing Urinal or approved quality including conecting the

227 Urinal with waste pipe , tap etc. complete.(A) White Each 1026.01

earthenware flat back or corner type size 430mm x 260mm x 350mm.

Providing and fixing Urinal of approved quality including connection with

228 trap and with integral longitudinal flush pipe.(A) Squating plate pattern Each 1526.18

white earthenware 550mm x 300mm.

229 Providing and fixing Rubber plug for sink or wash basin. Each 16.98

Providing and fixing chromium plated, bottle trap with necessary

couplings of approved quality for wash basin.

Providing and fixing ball cock of approved. quality as directed.(A)

Copper Metal (i) 25mm dia.

Providing and fixing ball cock of approved. quality as directed.(A)

Copper Metal (ii) 50mm dia.

Providing and fixing ball cock of approved. quality as directed.(B)

Abonite (i) 25mm dia.

Providing and fixing ball cock of approved. quality as directed.(B)

Abonite (ii) 50mm dia.

Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight

not less than 35Kg.

236 Providing and fixing G.I. Rain water spout of 50mm dia. and 30cm. length. Each 100.9

Providing and fixing concealed center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal

237 for potable water of following dia. nominal bore tube fittings and Rmt 165.21

clamps including making good the wall, ceiling and floor etc.

complete.[A] 15 mm.

Providing and fixing concealed center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal

238 for potable water of following dia. nominal bore tube fittings and Rmt 202.97

clamps including making good the wall, ceiling and floor etc. complete.

Providing and fixing concealed center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal

239 for potable water of following dia. nominal bore tube fittings and Rmt 247.25

clamps including making good the wall, ceiling and floor etc. complete.

Providing and fixing concealed center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal

240 for potable water of following dia. nominal bore tube fittings and Rmt 330.36

clamps including making good the wall, ceiling and floor etc. complete.

Providing and fixing concealed center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal

241 for potable water of following dia. nominal bore tube fittings and Rmt 437.66

clamps including making good the wall, ceiling and floor etc. complete.

Providing and fixing concealed center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal

242 for potable water of following dia. nominal bore tube fittings and Rmt 647.3

clamps including making good the wall, ceiling and floor etc. complete.

Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe

( SCH- 40) for cold water including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at every

two metre C/C or shall be concealed as directed including necessary

fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe

( SCH- 40) for cold water including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at every

two metre C/C or shall be concealed as directed including necessary

fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 32mm dia. U.P.V.C. Pipe

( SCH- 40) for cold water including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at every

two metre C/C or shall be concealed as directed including necessary

fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe

( SCH- 40) for cold water including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at every

two metre C/C or shall be concealed as directed including necessary

fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe

( SCH- 40) for cold water including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at every

two metre C/C or shall be concealed as directed including necessary

fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Providing, laying and jointing in true line and level 160 diametre

U.P.V.C (Type B) conforming to IS 13592-1992 with one end plain and

other end socketed with rubber ring, & fittings conforming to ISI

14735-1999 of approved make for drainage system pipe line, pipe shall

be jointed with each other with rubber lubricant, pipe shall be fixed on

wall using of PVC clamp of the size 160 mm diametre x 210 mm length x

196 mm heigh at every 2000 mm center to center or shall be concealed in

walls as directed including necessary fittings such as bends, shoes etc.

including testing of pipes and joints and jointed with adhesive

solvent cement including cost of all materials.

Providing, laying and jointing in true line and level 110 diametre

U.P.V.C (Type B) conforming to IS 13592-1992 with one end plain and

other end socketed with rubber ring, & fittings conforming to ISI

14735-1999 of approved make for drainage system pipe line, pipe shall

be jointed with each other with rubber lubricant, pipe shall be fixed on

wall using of PVC clamp of the size 110 mm diametre x 149 mm length x

145 mm heigh at every 2000 mm center to center or shall be concealed in

walls as directed including necessary fittings such as bends, shoes etc.

including testing of pipes and joints and jointed with adhesive

solvent cement including cost of all materials.

Providing and fixing PVC SWR Nahni trap IS 14735 for drain -

mm diameter with jali of the following nominal diameter of self

cleansing design with C.I scread down or hinged grating including the cost

of cutting and making good the walls.

Providing and fixing PVC SWR Nahni trap IS 14735 for drain -

mm diameter with jali of the following nominal diameter of self

cleansing design with C.I scread down or hinged grating including the cost

of cutting and making good the walls.

Providing and laying (to level or slopes) and jointing with stiff mixture of

252 Cement Mortar in proportion 1:1 Salt glazed stoneware pipes including Rmt 241.22

testing of pipes and joints complete.(A) 100mm dia.

Providing and laying (to level or slopes) and jointing with stiff mixture of

253 Cement Mortar in proportion 1:1 Salt glazed stoneware pipes including Rmt 302.11

testing of pipes and joints complete.(B) 150mm dia.

Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber

254 and water tight C.I. cover with frame of 300mm x 300mm size (inside) with Each 1279.4

standard weight.(i) Square mouth traps. (A) 100mm x 100mm size P type.

Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber

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

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

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.(B) 150mm

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.(C) 250mm

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.(D) 300mm

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.(E) 450mm

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.(F) 500mm

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.(G) 600mm

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.(H) 900mm

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.(K) 1000mm

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.(M) 1200mm

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

sand : 4-graded stone aggregate 20mm nominal size) foundation concrete

1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size)

inside plastering 15mm thick with Cement Mortar 1:3 (1- Cement :

3-coarse sand) finished with a floating coat of neat cement and making

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

stone aggregate 20mm nominal size) finished smooth complete including

curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep

including C.I. cover with frame size 560mm diameter total weight of

cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt.

of frame 64 Kg.)(A) With 230mm thick walls of brick msonry using

brick having crushing strength not less than 35Kg. / Sq.cm. in

Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type depth

0.90 Metre for 150mm diameter sewer.

(A) With 230mm thick walls of brick msonry using brick having crushing

266 strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: Each 29952.74

5-Coarse sand) (4) D type depth 3.15 Metre for 150mm diameter sewer.

(I) Extra rate for constructing B.B. masonry for every additional

267 depth of 0.1M. or Part thereof over item No.265 (I) for depth from Each 517.78

(II) Extra rate for constructing B.B. masonry for every additional

268 depth of 0.1M. GR Part thereof over item No.265 (I) for depth from Each 393.26

Providing and fixing cast iron steps of size 500mm x 150mm x

269 22.5mm and painting with two coats of Anti- corrosive paint etc. Each 201.74

Supplying and fixing C.I. cover 300mm x 300mm without frame for Gulley

trap (Standard pattern) te weight of cover to be not less 4.53 Kg.)

Constructing brick masonry chamber for underground C.I. Inspection

chamber and bends with bricks having crushing strength not less than

35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x

610mm intenal dimensions total weight of cover with frame to be not

less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )

271 (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand Each 2903.89

:4-graded stone aggregate 20mm size) foundation concrete 1:5:10

inside plaster 15mm thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed concrete etc.

complete.(i) Inside dimensions 455mmx 610mm and 450mm deep for

single pipe line.

Constructing brick masonry chamber for underground C.I. Inspection

chamber and bends with bricks having crushing strength not less than

35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x

610mm intenal dimensions total weight of cover with frame to be not

less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )

272 (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded Each 3624.51

stone aggregate 20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed concrete etc.

complete.(ii) Inside dimensions 500mm x 700 mm and 450mm deep for

pipe line with one or two inlets.

Constructing brick masonry chamber for underground C.I. Inspection

chamber and bends with bricks having crushing strength not less than

35Kg/ Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x

610mm intenal dimensions total weight of cover with frame to be not

less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top

273 slabe with 1:2:4 mix (1-cement: 2- coarse sand :4-graded stone Each 7109.35

aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished smooth with a floating coat of neat

cement on walls and bed concrete etc. complete.(iii) Inside dimensions

600mm x 850 mm and 450mm deep for pipe lines with three or more

Extra over items 271 for every additional depth of 0.1M. of part

274 thereof beyond 450mm depth for Brick masonry chamber.(i) for Each 239.99

455mm x 610mm size.

Extra over items 272 for every additional depth of 0.1M. of part

275 thereof beyond 450mm depth for Brick masonry chamber.(ii) for Each 262.24

500mm x 700mm size.

Extra over items 273 for every additional depth of 0.1M. of part

276 thereof beyond 450mm depth for Brick masonry chamber.(iii) for Each 322.37

600mm x 850mm size.

(A) Providing sock pit of 2.00 Cu.M. Volume including excavating and

filling brickbats with dry masonry work at top for 45cm. height

including covering the top with stone including providing vatas in C.M. 1:3

with finishing curing etc. complete as directed.

(B) Providing sock pit of 5.00 Cu.M. Volume including excavating and

filling brickbats with dry masonry work at top for 45cm. height

including covering the top with stone including providing vatas in C.M. 1:3

with finishing curing etc. complete as directed.

Earthwork for embankment including breaking clods, dressing with

279 all lead and lift (excluding watering and consolidation)(A) From Borrow Each 103.17

pits within land width

Earthwork for embankment including breaking clods, dressing with

280 all lead and lift (excluding watering and consolidation)(B) From Borrow cu.m 146.04

area within 0.5 Km.lead

Earthwork for embankment including breaking clods, dressing with

281 all lead and lift (excluding watering and consolidation)(C) From Borrow cu.m 148.9

area within 1.0 Km.lead

Earthwork for embankment including breaking clods, dressing with

282 all lead and lift (excluding watering and consolidation)(D) From Borrow cu.m 154.35

area within 2.0 Km. lead

Earthwork for embankment including breaking clods, dressing with

283 all lead and lift (excluding watering and consolidation)(E) From Borrow cu.m 159.62

area within 3.0 Km. lead

Rolling of earthwork in layers with power roller including filling in

depressions which occur during the process.

285 Watering of earth work as directed. cu.m 8.99

Earthwork for embankment including breaking clods, dressing with

all lead and lift and including watering rolling and consolidation of

286 subgrade in layers at O.M.C. to required dry density including filling the cu.m 151

depression which occur during the process using power roller 8T to 10T.(A)

From Borrow pits within land width

Earthwork for embankment including breaking clods, dressing with

all lead and lift and including watering rolling and consolidation of

287 subgrade in layers at O.M.C. to required dry density including filling the cu.m 154.18

depression which occur during the process using power roller 8T to 10T.(B)

From Borrow area within 0.5KM. lead

Earthwork for embankment including breaking clods, dressing with

all lead and lift and including watering rolling and consolidation of

288 subgrade in layers at O.M.C. to required dry density including filling the cu.m 157.04

depression which occur during the process using power roller 8T to 10T.(C)

From Borrow area within 1.0KM. lead

Earthwork for embankment including breaking clods, dressing with

all lead and lift and including watering rolling and consolidation of

289 subgrade in layers at O.M.C. to required dry density including filling the cu.m 162.48

depression which occur during the process using power roller 8T to 10T.(D)

From Borrow area within 2.0KM. lead

Earthwork for embankment including breaking clods, dressing with

all lead and lift and including watering rolling and consolidation of

290 subgrade in layers at O.M.C. to required dry density including filling the cu.m 167.76

depression which occur during the process using power roller 8T to 10T.(E)

From Borrow area within 3.0KM. lead

Earthwork in cuting in all sorts of soil and soft murrum including

conveying and spreading the stuff, embankment as and where

directed within 200meters from the end of the cutting with all

required lead and lift.

Earthwork in cuting in all sorts of soil and soft murrum including

conveying and spreading the stuff, embankment as and where

directed within 200meters from the end of the cutting with all

required lead and lift.(A) Above 200 Meters upto 300 Meters.

Earthwork in cuting in all sorts of soil and soft murrum including

conveying and spreading the stuff, embankment as and where

directed within 200meters from the end of the cutting with all

required lead and lift.(B) Above 300 Meters upto 400 Meters.

Earthwork in cuting in all sorts of soil and soft murrum including

conveying and spreading the stuff, embankment as and where

directed within 200meters from the end of the cutting with all

required lead and lift.(C) Above 400 Meters upto 500 Meters.

Earthwork in cutting in all sorts of soil and soft murrum including

conveying and putting the stuff in spoil bank maintaining minimum

distance of five meter between top edge and cutting and toe of spoil

Box cutting the road surface to proper slope and camber for making a base

296 for road work including removing the excavated stuff and depositing on the cu.m 103.17

road side slope as directed upto 50Mt.lead.

Earthwork in cutting including preparing the slope and camber

297 andstacking or utilising the cutting stuff in bank as directed upto 200 cu.m 245.7

Meters from the end of cutting with all lead and lift.(i) Hard murrum.

Earthwork in cutting including preparing the slope and camber

andstacking or utilising the cutting stuff in bank as directed upto

Meters from the end of cutting with all lead and lift.(ii) Soft rock not

requiring blasting.

Earthwork in cutting including preparing the slope and camber

299 andstacking or utilising the cutting stuff in bank as directed upto 200 cu.m 634.73

Meters from the end of cutting with all lead and lift.(iii) Hard rock.

Suppliying of graded stone aggregate of following sizes (for W.B.M.

Road)(1) Hand broken stone aggregate25mm to 90mm size.

Suppliying of graded stone aggregate of following sizes (for W.B.M.

Road)(2) Hand broken stone aggregate 40 mm to 63 mm size.

Suppliying of graded stone aggregate of following sizes(for W.B.M.

Road)(3) Crushed stone aggregate for Hard Quality up to 63 mm stze

Supplying of crushed stone aggregates, chippings etc. of hard stone of

following nominal size free of disintegrated pieces deletarious and

oraganic mater (for Bitumen surface dressing etc.) and grading as per

I.R.C. Code.(ii) 40mm

Supplying of crushed stone aggregates, chippings etc. of hard stone of

following nominal size free of disintegrated pieces deletarious and

oraganic mater (for Bitumen surface dressing etc.) and grading as per

I.R.C. Code.(iv) 20mm

Supplying of crushed stone aggregates, chippings etc. of hard stone of

following nominal size free of disintegrated pieces deletarious and

oraganic mater (for Bitumen surface dressing etc.) and grading as per

I.R.C.Code.(vii) 6mm

306 Supplying of brick aggregate 40mm nominal size. cu.m 200

Supplying of screened cleaned pea (rounded) gravel of following

sizes)(i) 10mm nominal size.

Supplying of screened cleaned pea (rounded) gravel of following

sizes)(ii) 12mm nominal size.

Supplying of screened cleaned pea (rounded) gravel of following

sizes)(B) Supplying of unscrened gravel

310 Supplying promoulded bituminous joint filler.(i) 12mm thick cu.m 548.31

Spreading the stone aggregate for rolling and W.B.M. including filling

311 the interstices to required camber and gradient (excluding spreading cu.m 247.28

of Blindage)(ii) 40mm to 63mm size aggreagates (H.B.)

Spreading the stone aggregate for rolling and W.B.M. including filling

312 the interstices to required camber and gradient (excluding spreading cu.m 247.28

of Blindage)(iii) 25mm to 50mm size crushed stone

Spreading the stone aggregate for rolling and W.B.M. including filling

313 the interstices to required camber and gradient (excluding spreading cu.m 247.28

of Blindage)(iv) Chipping varying from 6mm to 25mm size.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed.(i) Murrum

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed.(ii) Sand

Rolling and consolidation of soling including filling in depression which

occur during the process, with power roler 8 tonne to 12 tonne.

Rolling and consolidating water bound macadam (except laterite and

Kankar) including watering not exceeding 150mm thickness (Main layer

317 including binding materials ) including filling in depressions which occur Sqm 20.79

during the process.(A) With power roller exceeding 8 tonne and not

exceeding 12 tonne.

Preparing surface by Brushing with wire brushes for removing caked

mud etc. sweeping with brooms and finally fanning the cleaned surface

with gunney bags to remove all loose dirt etc.(i) Water bound

macadam surface (New)

Preparing surface by Brushing with wire brushes for removing caked

319 mud etc. sweeping with brooms and finally fanning the cleaned surface Sqm 16.86

with gunney bags to remove all loose dirt etc.(ii) Black top surface.

Providing and supplying evenly priming / tack coat with bitumen @ rate

320 of 10 Kg/ Sq.M. (including heating the bitumen but excluding the cost of Sqm 6.62

Add/Deduct for any item of bituminious work for extra/less use of

bitumen (including heating)

Surface dressing one coat with paving bitumen using 18kg. bitumen

per 10.0 Sq.M. with 0.15 cu.m. of stone chipping 12mm nominal size

per 10.0 Sq.M. of road surface excluding roling and consolidation

(stone chipping and bitumen shall be paid seperately)

Surface dressing two coat with bitumen using 18kg. bitumen per

10.0 Sq.M. with 0.15 cu.m. of stone chipping 12mm nominal size per

10.0 Sq.M. for first coat and 11 Kg. of bitumen with 0.10 cu.m. of stone

chippings 10mm nominal size per 10 Sq.M. of road surface for second

coat excluding consolidation for second coat excluding

consolidation bitumen shall be paid seperately)

Surface dressing enewal coat with paving bitumen or tar using 11kg. of

bitumen of 12Kg. of cut-back or road tar per ten 10.0 Sq.M. with

324 cu.m. of stone chipping 10mm nominal size per 10.0 Sq.M. of Sqm 14.03

road surface excluding roling and consolidation (Chips and bitumen

shall be paid seperately)

Add to or deduct from any item of bituminious work for variation in

quantity of stone chippings (Labour only)

2cm. thick open - graded pre-mix carpet surfacing with 0.27 cu.m.

stone chippings (12mm size 0.18cu.m. and 10mm size 0.09 cu.m.) mixed

with 14.4 kgs. of bitumen per 10 Sq.M. of road surface excluding

rolling and consolidetion etc. complete. (Stone chippings and

Bitumen shall be paid separately)(i) With tack coat at rate of

2.5cm. thick Consolidated singlecourse pre-mixed carpet surfacingwith

0.36 cu.m. of stone chippings(20mm size 0.15cu.m. 10mm size0.12

cu.m. and 0.6 mm size of 0.09 cu.m. ) mixed with 19.5 kgs. ofbitumen per

10 Sq.M. of road surface excluding consolidetion etc.

complete.(Stone chippings and Bitumen shall bepaid separately)(i)

With tack coat at rate of 5.0 Kg. /10 Sq.M.

Liquid seal coat (IRC type -A) with 0.09 cu.m. of stone chippings 6mm

size and 6.8Kg. of bitumen per 10.0 Sq.M. of road surface

excluding rolling and consolidation. (Chipping and bitument shall

be paid seperately)

Pre-mixed seal coat (I.R.C. type-B) with 0.06 cu.m. of fine aggregate and

329 6.8 Kg. of bitumen per 10 Sq.M. of road surface excluding rolling and cu.m 1482.08

consolidetion. (Chipping and bitument shall be paid separately)

Pre-mixed seal coat with 0.12 cu.m. of stone chippings 10mm size and

330 7.68 Kg. of bitumen per 10 Sq.M. of road surface excluding rolling and cu.m 1280.48

consolidetion. (Stone chipping and bitument shall be paid separately)

Laying built-up spray grout base course intwo layers with bitumen at rate

of 15 kg./per 10 Sq.M. with 0.50 cu.m. stone aggregate for first layer and

15kg. of bitumen and 0.50 cu.m. of stone aggregate per 10 Sq.M.

of roadsurface for second layer and using 0.13cu.m. of Key aggregate per

10 Sq.M. excluding rolling and consolidation complete. (stone

aggregate and bitumen shall be paid separately)

Labour charges for laying premixed bituminious macadam /

concrete / carpet etc. by hot mix laid process including heating the

asphalt and aggregates by continuous hot mix,transporting the mix

and spreading the same by paverfinisher and consilidation with

powerroller including providing and layinguniformaly tack coat

includingproviding and laying uniformaly tackcoat including

necessary fire wood oillubricants, labour charges and hirecharges of

the required plant andmachineries etc. complete.

Consolidation of surface dressing in one coat with power roller including

cost of fuel hire charges of roller etc. complete.

Consolidation of surface dressing in two coats with power roller

including cost of fuel hire charges of roller etc. complete.

Consolidation of 2cm. thick open graded premixed asphalt carpet

335 with power roller including cost of fuel hire charges of roller etc. Sqm 10.25

Consolidation of 2.5cm. thick premixed asphalt carpet with power

roller including cost of fuel hire charges of roller etc. complete.

Consolidation of liquid / premixed seal coat with power roller including

cost of fuel hire charges of roller etc. complete.

Consolidation of Built up spray grout in required layers with power

roller including cost of fuel hire charges of roller etc. complete.

Consolidation of bituminous macadam / concrete etc. with power

roller including cost of fuel hire charges of roller etc. complete.

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.(i)

Non - Reflective type

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

Providing and fixing Junction board of precast R.C.C. as per standard

342 I.R.C. design including fixing in C.C. with 1:4:8 necessary excavation Each 2705.34

painting figuring and lettering on board etc. complete.

Providing and fixing Junction board of M.S. plates and angles as per

343 standard I.R.C. design including fixing in C.C. 1:4:8 with necessary Each 5184.85

excavation painting figuring and lettering on board etc. complete.

Labour charges for dry stone pitching 15 cm. Thick including

preparing the surface.

Labour charges for dry stone pitching of 22.5 cm. thick including

preparing the surface etc complete.

Labour charges for dry stone pitching of 20.0 cm. thick including

preparing the surface etc complete.

Providing panel wall for dry stone pitching in uncourased rubble masonary

347 with had stone of approved quality in cement. mortar 1.5 including curing Sqm 2579.32

Scarifying gravelled macadam or bitumen macadam surface 6 cm to

348 10 cm.depth including stacking useful materials on road side and cu.m 39.23

disposing off remaining stuff.

Labour charges for filling measure boxes of crushed metal or gravel

of size 20 mm to 63 mm including all tools and as directed.

Labour charges for filling measure boxes of Kapachi of 12 m.size Grit, sand,

murrum etc. including all tools and as directed.

Labour charges for breaking boulders and Big.size rubble in to oversize

metal for soling.

Labour charges for breaking boulders and Big.size rubble in to standard

size. (40mm to 63 mm) metal for soling.

Supplying of wooden pegs 4 cm. in Diameter and 25 cm. to 30 cm. long

including taper at one end etc. complete.

Demarkation of road alingment including marking out road line by

providing and fixing wooden pegs or steel rod of required size at

354 every 25 M to 50 M. including excavating trenches ion both sodes of Each 2679.7

0.30 m. x 0.30M. including supplying of labours and all materials for every

work etc. complete.

Filling around the pipes with murrum including dressing, tampering etc.

Providing and fixing 20cm. x 15cm x 2.5 cm. thick year plate of marble

356 stone set in C.M. 1:4 including finishing and engraving letters etc. cu.m 276.92

Numbering the C.D. work with approved paint including all materials for

painting etc. complete.

Providing and fixing Number plate of Marble plate stone of required size

set in C.M. 1:4 including finishing and engeaving letters etc. completes.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

watering and laying (to level or slope) of I.S. class NP2 of following

internal diameters.(i) 300mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

watering and laying (to level or slope) of I.S. class NP2 of following

internal diameters.(ii) 450mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

watering and laying (to level or slope) of I.S. class NP2 of following

internal diameters.(iii) 600mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

watering and laying (to level or slope) of I.S. class NP2 of following

internal diameters.(iv) 800mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

watering and laying (to level or slope) of I.S. class NP2 of following

internal diameters.(v) 900mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

watering and laying (to level or slope) of I.S. class NP2 of following

internal diameters.(vi)1100mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

watering and laying (to level or slope) of I.S. class NP2 of following

internal diameters.(vii) 1200mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

366 specifications including setting the pipes in C.M. 1:2 watering and Rmt 643.49

laying (to level or slopes) of class NP3 of following internal

daimeters.(i) 300mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

367 specifications including setting the pipes in C.M. 1:2 watering and Rmt 1164.84

laying (to level or slopes) of class NP3 of following internal

daimeters.(ii) 450mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

368 specifications including setting the pipes in C.M. 1:2 watering and Rmt 2062.87

laying (to level or slopes) of class NP3 of following internal

daimeters.(iii) 600mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

369 specifications including setting the pipes in C.M. 1:2 watering and Rmt 2560.17

laying (to level or slopes) of class NP3 of following internal

daimeters.(iv) 750mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

370 specifications including setting the pipes in C.M. 1:2 watering and Rmt 3412.38

laying (to level or slopes) of class NP3 of following internal

daimeters.(v) 900mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

371 specifications including setting the pipes in C.M. 1:2 watering and Rmt 4607.66

laying (to level or slopes) of class NP3 of following

internal daimeters.(vi)1050mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

372 specifications including setting the pipes in C.M. 1:2 watering and Rmt 5476.18

laying (to level or slopes) of class NP3 of following internal

daimeters.(vii) 1200mm dia.

Cautionary Warning Sign :-Providing and fixing sign boards made

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of

IRC-67-2012. Pre treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality epoxy

paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting

of Type-11 as per ASTM D 4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy coatings in black and white bends.

The details of symbol foreach board shall be as per theinstruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size

x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under

the supervision of engineer in charge. A warranty for 10 years for the

Retro reflective sheeting from original manufacturer & a certified copy of

year outdoor exposure test report from third party test lab for the

product offered shall be submitted by contractor. (A) Class-C Type-11

Retro Reflective sheeting

Facility Informatory Sign :-Providing and fixing sign boards made

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 80 x 60 cms rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white bends. The

details of symbol foreach board shall be as per theinstruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x

45 x 60 Cms. for each leg.including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for 10 years for

the Retro reflective sheeting from original manufacturer & a certified copy

of 3 year outdoor exposure test report from third party test lab for the

product offered shall be submitted by contractor. (A) Class-C Type-11

Retro Reflective sheeting

Regulatory / Mandatory Sign :-Providing and fixing sign boards made

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 60 cms Dia Circle as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black

and white bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of engineer in charge. A

warranty for 10 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test report

from third party test lab for the product offered shall be submitted

by contractor. (A) Class-C Type-11 Retro Reflective sheeting

STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum composite Panel); size 90 cms Octagone as

per design of IRC-67- 2012. Pre treated with phospheting process

& acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint ;reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type- 11 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with bestquality

epoxy coatings in black and white bends. The details of symbol

foreach board shall be as per theinstruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 10 years for the Retro reflective

sheeting from original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product offered

shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective

Parking Sign :-Providing and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum composite Panel); size size

60 x 60cms. square plus 60 x 20cms rectangular additional plate as as per

the design of IRC-67-2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type- 11 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated from

377 suitable size iron angle of 35 x 35 x 3mm; painted with bestquality Each 5848

epoxy coatings in black and white bends. The details of symbol

foreach board shall be as per theinstruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 10 years for the Retro reflective

sheeting from original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product offered

shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective

Distance Informatory / Destination Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 180x120 cms. rectangular as per design of

IRC-67-2012. Pre treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality epoxy

paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting

of Type-11 as per ASTM D 4956 and latest M.O.S.T.Specifications; 4.0mtr

long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable size iron angle of 50 x

x 5mm; painted with bestquality epoxy coatings in black and white

bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of engineer in charge. A

warranty for 10 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be submitted

by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Village Name Sign :-Providing and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel);

size 90x60 cms. rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one coat

of epoxy primer and two coats of best quality epoxy paint ;reflectorised

with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.3mtr long stand post of

75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. The details of

symbol or inscription/letters / numerals for each board shall be as per

the instruction of engineer in charge. The fixing at site shall be in 1:2:4

CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in charge. A warranty for

10 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be

submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Sign board per Squate Meter :-Providing and fixing sign boards made

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 1meter x1 meter as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 4 mtr long stand post (2 Nos.) of 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated from

380 suitable size iron angle of 50 x 50 x 5mm; painted with bestquality epoxy Each 12189

coatings in black and white bends. the details of symbol or inscription /

numerals for each board shall be as per the instruction of engineer in

charge.The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy

of 3 year outdoor exposure test report from third party test lab for

the product offered shall be submitted by contractor. (A) Class-C Type-

11 Retro Reflective sheeting

Men at work (2' x 2') sign :-Providing and fixing sign boards made

out of 2.0 mm aluminium sheet / 4 mm ACP(Aluminum composite

Panel); size 60cm x 60cm square as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one coat

of epoxy primer and two coats of best quality epoxy paint ;reflectorised

with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post

of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 50 x 50 x 5mm; painted with bestquality

epoxy coatings in black and white bends. the details of symbol or

inscription / numerals for each board shall be as per the instruction of

engineer in charge.The fixing at site shall be in 1:2:4 CC blockof size 45 x

45 x 60 Cms. for each leg.including excavation, curing etc.complete under

the supervision of engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy of

3 year outdoor exposure test report from third party test lab for the

product offered shall be submitted by contractor. (A) Class-C Type-11

Retro Reflective sheeting

Tree Guard sign :-Providing & fixing sign board made out of 2mm

aluminium sheet / 3mm ACP (Aluminum composite Panel) , size

30cms diameter circle, pretreated with phospheting process and acid

etching, painted with one coat of epoxy primer and two coats of best

quality epoxy paint reflectorised with retro reflective sheeting as

per latest M.O.S.T. specifications. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy of

year outdoor exposure test report from third party test lab for the

product offered shall be submitted by contractor. (A) Class-C Type-11 Retro

Reflective sheeting

Diversion sing board :-Providing & Fixing sign boards made out of

2mm aluminium sheet, size 180 x 60 cms. rectangle as per the

attached drawing pre treated with phospheting process & acid etching.

coated with one coat of epoxy priemr and two coats of best quality epoxy

paint reflectorised with retro reflective sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should be as per IRC-30-

1968,3.1m long (2nos) stand post and frame fabricated from

iron angle of 35x35x3mm, 50x50x5mm painted with best quality

epoxy coatings in blak and white bends. The fixing at site shall be in 1:2:4

CC block of size 45 x 45x 60cms for each leg, including excavation curing

etc. complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

Clearing and grubbing road land including uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps

384 Hectare 79449.3

of trees cut earlier and disposal of unserviceable materials(A) By manual

means in area of light jungle

Clearing and grubbing road land including uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps

385 Hectare 105932.93

of trees cut earlier and disposal of unserviceable materials (C) By

mechanical means in area of light jungle

Rolling and consolidation using vibratory road roller 8 - 10 tonne

386 capacity (incl. watering)(A) Earth work (layer not exceeding 200mm cu.m 32.76

Rolling and consolidation using vibratory road roller 8-10 tonne

387 capacity (B) Granular sub base(Layer not exceeding 150mm cu.m 31.2

Rolling and consolidation using vibratory road roller 8 - 10 tonne

388 capacity (C) Water bound Macadam (Layer not exceeding 100mm cu.m 58.5

Rolling and consolidation using vibratory road roller 8 - 10 tonne

389 capacity (D) Bituminous Macadam (Layer not exceeding 50mm cu.m 20.3

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 of

following internal diameter. 1400 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 of

following internal diameter. 1600 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 of

following internal diameter. 1800 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

393 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 Rmt 1059.23

casted by vertically vibrated technology of following internal

diameter. (i) 300 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

394 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 Rmt 1422.41

casted by vertically vibrated technology of following internal

diameter. (ii) 450 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

395 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 Rmt 1668.74

casted by vertically vibrated technology of following internal

diameter. (iii) 500 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

396 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 Rmt 2062.87

casted by vertically vibrated technology of following internal

diameter. (iv) 600 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

397 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 Rmt 3214.05

casted by vertically vibrated technology of following internal

diameter. (v) 900 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

398 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 Rmt 4692.99

casted by vertically vibrated technology of following internal

diameter. (vi) 1000 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

399 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 Rmt 5436.9

casted by vertically vibrated technology of following internal

diameter. (vii) 1200 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

400 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 Rmt 7210.46

casted by vertically vibrated technology of following internal

diameter. (viii) 1400 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2

401 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 Rmt 1017.85

casted by vertically vibrated technology of following internal

diameter. 300mm dia.

Refitting of Existing Rough nimbhada paving work on Excavated Pipeline,

Gas line, Water Supply Line, Telephone Line, Drainage Line Etc. Including of

Lifting the the exsting stone paving work & make a proper slope and

camber for base supplying and stacking local sand for bedding of 35 mm

thick and filling the joint with cement pointing in C.M. 1:4. all meterials (.

Note : Rough Kota stone supplied by Nagar Palika )

Refitting of Existing Paver Block paving work on Excavated Pipeline, Gas

line, Water Supply Line, Telephone Line, Drainage Line Etc. Including of

Lifting the theexsting stone paving work & make a proper slope and

camber for base supplying and stacking local sand for bedding of 35 mm

thick and filling the joint with cement pointing in C.M. 1:4. all meterials (

Note : Paver Block supplied by Nagar Palika )

Carting of rough nimbhada stone including loading and unloading as per

directed incharge engineer with all lead and lift

Providing and laying Precast Regular concrete solid core wall of approved

make & size of 40 mm thick, 600 mm wide and 1800 mm in legth with

mm X 150 mm X 2400 mm post both side made from of controlled cement

concrete M35 having cube compressive strength not less than 35 MPa

jointing with high strength & tensile adhesion non-shrink cementitious joint

compound / P.U. Foam. (Plaster not required)

Providing & Spreding floor hardner chemical of standard company on the

road surface as per directed engineers in charge. (market rate)

Compaction and finishing of cement concrete road by trimix process

providing extra labor charges for the trimix vacuum dewatering service

407 process on cement concrete road surface by using vacuum dewatering Sqm 90

pump floater surface vibrator including making groves and rough finish to

surface as per in including levelling the complete.

Raising Brick Masnoary chamber (In side dimension 600 mm x 850 mm) as

per requirment including removal and re fitting of chamber frame & cover

at proposed road level including all material and labour charges as per

instruction given by in charge enginneer.

Providing erecting and fixing double coated ISI water tank of required

409 capacity each with all necessary fittings and connection etc. complete on litre 3.91

Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile

sterine injuction high compressed molding with reflector made of MMC

(prismatic type of size 12cm x 6cm x 2.5cm) provided with bituminous

adhesive 100g. with each unit for fixing. (High Intensity grade)

Road marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm 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

411 lane/center line/ edge line/cut patta. The white color marking should smt 364.08

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 skid resistance as

mentioned in the section-15 of IRC 35- 2015. Warranty for the Retro

reflectivity should be two years.

Providing and fixing plastic , rubber heavy duty speed breaker 500 mm

length, 400 mm width & 75 mm height , 40/50 ton bearing capacity & of

standard make including cost of transportation. All kind of lift & fixing etc.

completed as directeed incharge engineer.