Construction & Repairing Work of All Old and New Civil Work Maintenance With All Material and Labour For MahemdabadNagarpalika.

Name of work: Construction & Repairing Work of All Old and New Civil Work

Maintenance with All Material and LabourForMahemdabadNagarpalika.

SCHEME :Self Fund

MAHEMDAVAD NAGARPALIKA

Name of work: Annual Rate for Construction &Repairing Work (Year 2024-25) at Bareja

SCHEME : Government Grant/ Self Fund

Item Description Unit Rate

Excavation for foundation up to 1.5 m depth including sorting

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

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

Excavation for foundation up to 1.5 m depth including sorting

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

excavated 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 sorting out and stacking of useful materials and

disposing off 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 sorting out and stacking of useful materials and

disposing off 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

sorting out and stacking of useful materials and disposing

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

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm.

in depth consolidating each disposited layer by ramming and

Filling in plinth with sand under floors including watering

8 ramming, consolidating and dressing complete cu.m 455.63

Filling in foundation and plinth with murrum or selected soil in

9 layers of 20cm. thickness including watering, ramming and cu.m 279.23

consolidating etc. complete.

Filling in foundation and plinth with brick Bats Chhara in layers of

20cm. thickness including watering, remming and consolidating etc.

10 complete. cu.m 594.61

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 MANUAL LABOUR)

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 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.(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 : 6- hand broken stone aggregates 40 mmnominal size) and

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

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

sand : 8- hand broken stone aggregates 40 mm nominal size) and

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

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

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

17 curing complete including cost of formwork in (A) Wall Caps / cu.m 3957.11

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

18 including bending, binding and placing in position complete upto kg 66.59

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 6mm nominal size) reinforced with 1.6 mm dia.

Mild steel wire including roughening,cleaning, fixing and

finishing in cement mortar 1:3 and curing complete. (B) 40mm

Providing upto floor two level precast cement concrete jali or grill

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

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

Mild steel wire including roughening,cleaning, fixing and

finishing in cement mortar 1:3 and curing complete. (C) 25mm

Providing and laying damp proof course 25mm thick cement

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

10 mm 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 level

Providing and laying controlled cement concrete M.150 for curing

complete excluding cost of formwork and reinforcement for

26 reinforced concrete work in (C) Slabs, landing, shelves, Balconies, cu.m 4079.97

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 two level

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 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 (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

34 reinforced concrete work in (E) Staircases excluding landing upto cu.m 5355.97

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 (K) Vertical and Horizontial its upto

floor two level.

Providing and laying controlled cement concrete M.250 and curing

complete excluding the cost of formwork and reinforcement for

36 reinforced concrete work in (A) Foundations, footings, Base of cu.m 4193.08

columns and Mass

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 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying, excluding the cost of centering

shuttering finishing and reinforcement including cost of

admixtures in recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve workability

without impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained)

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 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying, excluding the cost of centering

shuttering finishing and reinforcement including cost of

admixtures in recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve workability

without impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained) (Cement level 450 kg )

Brick work using common burnt clay building bricks having

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

plinth in Cement Mortar 1:6 (1- Cement

: 6 -fine sand)(B) Conventional

Brick work using common burnt clay building bricks having

44 crushing strength not less than 35 kg./Sq.Cm. in foundation and cu.m 4725.60

plinth in Cement 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

46 two level(C) Fly Ash Bricks cu.m 265.65

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

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

Cement mortar 1:5 (1- Cement : 5 -coarse sand ) in foundation and

plinth (B) Conventional

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

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

Cement mortar 1:5 (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. 5 (B) Coventional

Half brick masonry in common brunt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar

50 1:3 ( 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel Sqm 656.64

round bars after every three course embedded in Cement Mortar

in foundation and plinth (B) Conventional

Half brick masonry in common brunt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar

51 1:3 ( 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel Sqm 735.90

round bars after every 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

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. (B) Flat surfaces such as soffits of supspened floors

slabs Landings and the like. (1) Floors etc.upto 200 mm in

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. (B) Flat surfaces such as soffits of suspended floor roof

slabs Landings and the like. (2) Floors etc. above 200mm in

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

55 propping etc. height of propping and centering below Sqm 229.95

supporting floor to ceiling not exceeding 4 M. and removal

of the same for in situ 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

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

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

cantilevers Girders Bressumers and Lintels not exceeding 1 M. in

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

59 of the same for in situ reinforced concrete and plain concrete Sqm 258.30

work in. (H) (2) Sides and soffits of Beams Beam

Haunchingscanti- levers Girders Bressumers and Lintels exceeding

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 ceiling not exceeding 4 M. and removal

of the same for in situ 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

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

62 propping etc. height of propping and centering below Sqm 154.35

supporting floor to ceiling not exceeding 4 M. and removal

of the same for in situ reinforced concrete and plain concrete

work in. (L) ChullahHoods, 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

63 supporting floor to ceiling not exceeding 4 M. and removal Sqm 242.55

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 602.04

position. (A) Indian Teak Wood

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

66 Plates, wall plates and the like wrought framed, hoisted and Cu.Dm. 1336.98

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

68 and clear story windows including anodisedalluminium butt hinges Cu.Dm. 3902.35

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

Providing and fixing 35 mm thick shutters for Doors, windows

69 and clear story windows including anodisedalluminium butt hinges Sqm 3211.96

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

Providing and fixing 35 mm thick shutters for Doors, windows

and clear story windows including anodisedalluminium butt hinges

with necessary screws. (A) Indian Teak Wood(iii) Partly panelledand

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. (i) Fully

Providing and fixing 35 mm thick shutters for Doors, windows

72 and clearstory windows including blackenamelled M.S. butt Sqm 2930.08

hinges with 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 glazed.

Providing and fixing 25 mm thick shutters for cupboards etc.

74 including anodisedalluminium butt hinges with necessary Sqm 3034.10

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

Providing and fixing 25 mm thick shutters for cupboards etc.

75 including anodisedalluminium butt hinges with necessary screws. Sqm 2594.74

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

Providing and fixing 25 mm thick shutters for cupboards etc.

including anodisedalluminium butt hinges with necessary

screws. (A) Indian teak wood. (iii) Partly panelledand partly

Providing and fixing 25 mm thick shutters for cupboards etc.

including blackenamelled M.S. butt hinges with necessary screws.

(A) Indian teak wood. (i) Fully

Providing and fixing 25 mm thick shutters for cupboards etc.

78 including blackenamelled M.S. butt hinges with necessary screws. Sqm 2567.38

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

Providing and fixing 25 mm thick shutters for cupboards etc.

79 including blackenamelled M.S. butt hinges with necessary screws. Sqm 2787.06

(A) Indian teak wood. (iii) Partly panelledand 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

anodisedalluminium butt hinges with necessary screws. (B)

Non-decorative type and block board core anodisedalluminium

butt hinges in flush door shutters (2) 35 mm thick.

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

83 cm x 7 cm. size including anodized alluminium fixtures and Sqm 4595.06

fastenings including 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

84 cm x 7 cm. size including anodized alluminium fixtures and Sqm 5285.45

fastenings including 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) In beams and joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main and cross beams.

Hip and jack rafters, purlins conneted to common rafters and the

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 height.

Providing and fixing rolling shutters of approved make made of

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

length and jointed together at the ends by end locks mounted

87 on specially designed pipe shaft with bracket plates, guide Sqm 3468.72

channels and 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 shape with hooked ends to R.C.C. slabs curing, laying

including painting 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 0.738 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

89 sliding shutters of horizontal member size 40 mmx18mm Sqm 1576.11

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

mm,@ Wt 1.094 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

Kg/mt with sliding shutters of horizontal member size 40mm x

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

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

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 alluminium frame with 5 mm thick transparent bronze

colour tinted float glass with colour anodized alluminium frame for

ventilation with 5 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 30 cms. in height 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. (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 notexceedings

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 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 Ceramic tiles 6mm thick 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

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

97 in flooring treads of steps and landing laid on a bed of 12mm thick Sqm 1062.50

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 andlayingCeramic tiles 6mm thick in skrting risers of

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

coarse sand) and jointed with white cement slurry

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

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

(1-cement : 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)

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

with 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,skirtingDedo and pillars laid on 10mm thick

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

gray cement slury mixed 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 shade

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 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 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 light shade

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

based concrete block 30cm length,30cm height and 15cm thick of

107 M200 grade concret as per approved design and including excavation Rmt 381.15

for fixing in proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

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

109 tempered to bring mortar creme out upto surface using Sqm 739.89

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

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

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

bitumen washer complete. (1)

mm thick sheet.

Providing valleys 900mm overall in plain 1.6mm thick

G.I. sheet fixed with G.I. J or L Hooks, Bolts and nuts glavanised

iron J or L Hooks Bolts 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 the joints with spun yarn soaked in neat cement slurry and

cement mortar 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

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

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 0.30 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

mm x 8.0 mm suspended by GI suspender channel of size

25 mm x 3 mm with intermediate channel og size 18 mm x

mm x 0.8 mm at 1220 mm center to center ceiling section of size

116 40 mm x 35 mm x 0.55 mm at 457 mm c/c and perimeter channel A Sqm 600.94

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.makingnecy.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 brick walls for interior plastering upto floor two level and

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

20mm thick sand faced cement plaster on walls upto height

metres above ground level consisting of 12mm thick backing

119 coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of Sqm 332.33

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 12 mm thick cement plaster in cement mortar (1 Cement :

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 etc. complete.

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

124 even shade including thoroughly booming the surface to remove Sqm 11.97

all dirt, dust; 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

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

thoroughly brooming the surface free from mortar dropping and

other foreign matter.

Distempering with dry distemper of approved brand and manufacture

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

127 even shade, after thoroughly brushing the surface clean of all Sqm 14.81

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

128 distemper primer of approved brand and manufacture after Sqm 71.19

thoroughly brushing the surface free from mortar dropping and

other foreign matter and also including preparing the surface

even and sand papered smooth.

Distempeing (One coats) with oil bound washable distemper of

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

even shade, after thorouhly brushing the surface clean of all grease

dirt, loose pieces of scales and also including distempering with oil

bound washable distemper of preparing the surface even and

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

131 even shade including throughly brushing the surface free from Sqm 78.12

mortar droppings and other foreign matter and sand papered

Applying priming coat over new steel and other metel surface

after and including preparing the surface by throughly cleaning,

oil,grease, dirt and other foreign matter and scoured with

brushes fine steel wood, scrapers and sand paper with ready

mixed priming paint

brushing red lead.

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

metal surface with enamel paint, brushing, interior to give an

133 even shade including cleaning the surface an even shade Sqm 68.94

including cleanicn the surface of all dirt, dust and other foreign

Painting one coats (excluding priming coat) on previously painted

steel and other metal surface with 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 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 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 and wood based surface with enamel paint, to give an

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

Polishing withfrench polish on new wood and wood based surface

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

dust and 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 wood filler.

Painting lines, deashes, arrows, lettersetc on roads, Air fields and

like in two coats with road marking paint, brushing including

cleaning the 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) Lime concrete.

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

146 of serviceable materilas and disposal of unserviceable cu.m 352.80

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

Demolition of terrace including stacking of serviceable materilas

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

Dismentaling tiled of stone floors laid in mortar including

148 stacking of serviceable materilas and disposal of unserviceable Sqm 46.31

materials with all lead and lift.

Dismentaling of wooden floors including stacking of

149 serviceable materilas and disposal of unserviceable materials Sqm 69.30

with all lead and lift.

Dismentaling of sheet roofing including ridges, Hips, Valleys,

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

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

Dismentaling of sheet roofing including ridges, Hips, Valleys,

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

unserviceable 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

157 including dismentling fencing posts including all earth work Rmt 64.26

concrete in base and making good the disturbed ground

stacking useful materials as directed and disposing as directed

and disposing of the unserviceable materials with all lead and

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

158 fittings and clamps including stacking the materials with all lead Rmt 72.30

and lift ( for any dia, of pipe)

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

159 and European type, flushing tank etc. including stacking the Each 390.60

materials with 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 wall / R.C.C member including stacking of serviceable

material and disposal of unserviceable from site of work with all

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

162 epoxy primer on both side of the sheet and polyester top coat 15- Sqm 3086.92

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

minimum 25 microns to avoid scratches wihiletrasportation.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 40 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

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

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

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

including cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer all complete as per the

structural designs and directions of Engineer in charge.Column (

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

166 5-7 microns epoxy primer on both side of the sheet and Rmt 577.18

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

plastic protective guard film of minimum 25 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

167 existing R.C.C. slab including cutting chase Each 173.25

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

169 solidly with a hot mixture of bitumen and clean dry sand (1:1 by Rmt 74.34

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

170 diagonals of galvanised steel barbed wire weighting 9.38 Kg. per 100 Rmt 385.40

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

23 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

172 or precast R.C.C.1:2:4) 8 cm. thick slab with marble chips set in Rmt 2668.90

C.M. (1:6) (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 I.S.

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 guagesteel 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

177 Dia. Low densidy, complete with special falnge compression Rmt 64.89

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

178 Dia. Low densidy, complete with special falnge compression Rmt 80.64

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

179 Dia. Low densidy, complete with special falnge compression Rmt 96.56

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

180 Dia. Low densidy, complete with special falnge compression Rmt 124.43

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

181 working pressure poluthene pipes of the following outside Rmt 163.80

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

182 Dia. Low densidy, complete with special falnge compression Rmt 274.68

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

183 Dia. Low densidy, complete with special falnge compression Rmt

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

Providing and fixing in position cowel went to pipes.(C) 100mm

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 = White colour

Providing and fixing wsh down water closet (European type,

W.C. Pan) with integral P or S trap including jointing the trap

190 with soil pipe in Cement Mortar 1:1 (1- Cement : 1-fine sand) (Seal Each 1290.80

and cover to be measured and paid for separately)(A) vitreous

China Pattern :(i) in white colour

Providing and fixing in Cement Mortar 1:3 (1-Cement : 3 coarse

191 sand)a, pair of white vitreous China 250mm x 130mm x 30mm Each 113.54

footrest to 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 float, lever G.I. China (60 cm. ) and pull

union and couplings for 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

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.

Providing and fixing G.I. inlet connection for flush pipe with W.C.

Providing and fixing plastic seat and cover for wash down water

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

seal and cover.

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

196 or M.S.brackets painted white including sutting holes and making Each 1439.55

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 150mm size

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

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

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

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

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

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 Each 825.48

and 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 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. Each 510.30

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.

222 Providing and fixing Gun metal check or non-return Each 311.61

fullwaywheel 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

224 approved quality including fixing in pipe line etc. complete.(i) 20mm Each 252.26

Providing and fixing chromium plated brass half trun flush cock of

225 approved quality including fixing in pipe line etc. complete.(ii) 25mm Each 261.16

Providing and fixing chromium plated brass half trun flush cock of

226 approved quality including fixing in pipe line etc. complete.(iii) 32mm Each 273.03

Providing and fixing Urinal or approved quality including conecting

the Urinal with waste pipe , tap etc. complete.(A) White

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

Providing and fixing Urinal of approved quality including connection

with trap and with integral longitudinal flush pipe.(A) Squating plate

pattern white earthenware

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.

Providing and fixing G.I. Rain water spout of 50mm dia. and 30cm.

Providing and fixing concealed center point to wall ceiling &

floor CPVC (SDR 13.5) PIPE having National Sanitation Foundation

237 (NSF) seal for potable water of following dia. nominal bore tube Rmt 165.21

fittings and 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

238 (NSF) seal for potable water of following dia. nominal bore tube Rmt 202.97

fittings and clamps including making good the wall, ceiling and

floor etc. complete. [B] 20 mm.

Providing and fixing concealed center point to wall ceiling &

floor CPVC (SDR 13.5) PIPE having National Sanitation Foundation

239 (NSF) seal for potable water of following dia. nominal bore tube Rmt 247.25

fittings and clamps including making good the wall, ceiling and

floor etc. complete. [C] 25 mm.

Providing and fixing concealed center point to wall ceiling &

floor CPVC (SDR 13.5) PIPE having National Sanitation Foundation

240 (NSF) seal for potable water of following dia. nominal bore tube Rmt 330.36

fittings and clamps including making good the wall, ceiling and

floor etc. complete. [D] 32mm.

Providing and fixing concealed center point to wall ceiling &

floor CPVC (SDR 13.5) PIPE having National Sanitation Foundation

241 (NSF) seal for potable water of following dia. nominal bore tube Rmt 437.66

fittings and clamps including making good the wall, ceiling and

floor etc. complete. [E] 40mm.

Providing and fixing concealed center point to wall ceiling &

floor CPVC (SDR 13.5) PIPE having National Sanitation Foundation

242 (NSF) seal for potable water of following dia. nominal bore tube Rmt 647.30

fittings and clamps including making good the wall, ceiling and

floor etc. complete. [F] 50mm.

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

243 clamp at every two metre C/C or shall be concealed as directed Rmt 71.93

including necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost of all

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

244 clamp at every two metre C/C or shall be concealed as directed Rmt 90.93

including necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost of all

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

245 clamp at every two metre C/C or shall be concealed as directed Rmt 117.97

including necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost of all

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

246 clamp at every two metre C/C or shall be concealed as directed Rmt 146.65

including necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost of all

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

247 clamp at every two metre C/C or shall be concealed as directed Rmt 193.73

including necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost of all

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

248 shall be fixed on wall using of PVC clamp of the size 160 mm diametre Rmt 822.99

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

249 shall be fixed on wall using of PVC clamp of the size 110 mm diametre Rmt 826.88

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 -

100 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 -

75 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

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

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

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

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

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

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. (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 R type

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

261 concrete Light duty non-pressure pipes I.S. class NP2 of the Rmt 1367.52

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

265 20mm nominal size) finished smooth complete including curing and Each

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 strength not less than 35Kg. / Sq.cm. in Cement Mortar

1:5 (1- Cement: 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 Each 517.78

from 0.9M to 1.5M.

(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 Each 393.26

from 1.50M. to 2.25M.

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

270 Gulley trap (Standard pattern) te weight of cover to be not less Each 491.80

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.)

271 and Wt.of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix Each 2913.89

(1-cement :2- coarse sand :4-graded stone aggregate 20mm

size) foundation concrete 1:5:10 inside plaster 15mm thick with

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

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

dimensions 455mmx 610mm and 450mm deep for single pipe line.

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 slabe with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone aggregate 20mm size)

foundation concrete 1:5:10 inside plaster 15mm thick with

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

cement on walls and bed concrete etc. complete.(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 slabe with 1:2:4 mix

(1-cement: 2- coarse sand :4-graded stone aggregate 20mm size)

foundation concrete 1:5:10 inside plaster 15mm thick with

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

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

dimensions 600mm x 850 mm and 450mm deep for pipe lines with

three or more inlets.

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.

278 Each 3327..42 #VALUE!

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

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

From Borrow pits within land width

Earthwork for embankment including breaking clods, dressing

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

From Borrow area within 0.5 Km.lead

Earthwork for embankment including breaking clods, dressing

281 with all lead and lift (excluding watering and consolidation)(C) cu.m 148.90

From Borrow area within 1.0 Km.lead

Earthwork for embankment including breaking clods, dressing

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

From Borrow area within 2.0 Km. lead

Earthwork for embankment including breaking clods, dressing

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

From Borrow 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

286 consolidation of subgrade in layers at O.M.C. to required dry density cu.m 151.00

including filling the 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

287 consolidation of subgrade in layers at O.M.C. to required dry density cu.m 154.18

including filling the 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

288 consolidation of subgrade in layers at O.M.C. to required dry density cu.m 157.04

including filling the 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

289 consolidation of subgrade in layers at O.M.C. to required dry density cu.m 162.48

including filling the 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

290 consolidation of subgrade in layers at O.M.C. to required dry density cu.m 167.76

including filling the depression which occur during the process using

power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead

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

conveying and spreading the stuff, embankment as and

292 where directed within 200meters from the end of the cutting cu.m 35.60

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

Earthwork incuting in all sorts of soil and soft murrum including

conveying and spreading the stuff, embankment as and

293 where directed within 200meters from the end of the cutting cu.m 52.77

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

Earthwork incuting in all sorts of soil and soft murrum including

conveying and spreading the stuff, embankment as and

294 where directed within 200meters from the end of the cutting cu.m 88.52

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

Earthwork in cutting in all sorts of soil and soft murrumincluding

conveying and putting the stuff in spoil bank maintaining

minimum distance of five meter between top edge and cutting and

toe of spoil bank.

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

base for road work including removing the excavated stuff and

depositing on the road side slope as

directed upto 50Mt.lead.

Earthwork in cutting including preparing the slope and camber

andstacking or utilising the cutting stuff in bank as directed upto

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

Earthwork in cutting including preparing the slope and camber

andstacking or utilising the cutting stuff in bank as directed upto

200 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

andstacking or utilising the cutting stuff in bank as directed upto

200 Meters from the end of cutting

with all lead and lift.(iii) Hard rock.

Suppliying of graded stone aggregate of following sizes (for

300 W.B.M. Road)(1) Hand broken stone aggregate25mm to 90mm cu.m 246.53

Suppliying of graded stone aggregate of following sizes (for

301 W.B.M. Road)(2) Hand broken stone aggregate 40 mm to 63 mm cu.m 289.28

Suppliying of graded stone aggregate of following sizes(for

302 W.B.M. Road)(3) Crushed stone aggregate for Hard Quality up to cu.m 417.53

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 200.00

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

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

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

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

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

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

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

filling the interstices to required camber and gradient (excluding

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

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

316 which occur during the process, with power roler 8 tonne to 12 cu.m 22.14

Rolling and consolidating water bound macadam (except laterite

andKankar) including watering not exceeding 150mm thickness

317 (Main layer including binding materials ) including filling in Sqm 20.79

depressions which occur 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 mud etc. sweeping with brooms and finally fanning the

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

Black top surface.

Providing and supplying evenly priming / tack coat with bitumen @

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

the cost of bitumen)

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 0.15cu.m. of stone chipping 12mm

322 nominal size per 10.0 Sq.M. of road surface excluding roling Sqm 19.70

and consolidation (stone chipping and bitumen shall be paid

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

323 cu.m. of stone chippings 10mm nominal size per 10 Sq.M. of road Kg 20.96

surface for second coat excluding consolidation for second

coat excluding consolidation bitumen shall be paid

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 0.10cu.m. of stone chipping 10mm nominal size per 10.0 Sqm 14.03

Sq.M. of 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

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

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 5.0 Kg. /10 Sq.M.

2.5cm. thick Consolidated singlecourse pre-mixed

carpetsurfacingwith 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

327 with 19.5 kgs. ofbitumen per 10 Sq.M. of road surface cu.m 1050.53

excluding consolidetion etc. complete.(Stone chippings and

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

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

328 6mm size and 6.8Kg. of bitumen per 10.0 Sq.M. of road cu.m 1300.95

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 6.8 Kg. of bitumen per 10 Sq.M. of road surface excluding

rolling and consolidetion. (Chipping and bitument shall be paid

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

size and 7.68 Kg. of bitumen per 10 Sq.M. of road surface excluding

rolling and 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

331 0.50 cu.m. of stone aggregate per 10 Sq.M. of roadsurface cu.m 24.74

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

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

332 consilidation with powerroller including providing and Sqm 489.54

layinguniformaly tack coat includingproviding and laying

uniformalytackcoat 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

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

roller etc. complete.

Consolidation of 2.5cm. thick premixed asphalt carpet with

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

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

338 power roller including cost of fuel hire charges of roller etc. Sqm 11.82

Consolidation of bituminous macadam / concrete etc. with

339 power roller including cost of fuel hire charges of roller etc. Sqm 15.12

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

342 standard I.R.C. design including fixing in C.C. with 1:4:8 necessary Each 2705.34

excavation painting figuring and lettering on board etc. complete.

Providing and fixing Junction board of M.S. plates and angles as

per standard I.R.C. design including fixing in C.C. 1:4:8 with

necessary excavation painting figuring and lettering on board etc.

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

347 masonary with had stone of approved quality in cement. mortar 1.5 Sqm 2579.32

including curing etc, complete.

Scarifying gravelled macadam or bitumen macadam surface

348 cm to 10 cm.depth including stacking useful materials on road side cu.m 39.23

and disposing off remaining stuff.

Labour charges for filling measure boxes of crushed metal or

349 gravel of size 20 mm to 63 mm including all tools and as Sqm 101.91

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

354 size at every 25 M to 50 M. including excavating trenches ion Each 2679.70

both sodes of 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

Providing and fixing 20cm. x 15cm x 2.5 cm. thick year plate of

356 marble stone set in C.M. 1:4 including finishing and engraving letters 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

358 size set in C.M. 1:4 including finishing and engeaving letters etc. Each 303.11

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-

366 1991 specifications including setting the pipes in C.M. 1:2 watering Rmt 643.49

and 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-

367 1991 specifications including setting the pipes in C.M. 1:2 watering Rmt 1164.84

and 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-

368 1991 specifications including setting the pipes in C.M. 1:2 watering Rmt 2062.87

and 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-

369 1991 specifications including setting the pipes in C.M. 1:2 watering Rmt 2560.17

and 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-

370 1991 specifications including setting the pipes in C.M. 1:2 watering Rmt 3412.38

and 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-

371 1991 specifications including setting the pipes in C.M. 1:2 watering Rmt 4607.66

and 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-

372 1991 specifications including setting the pipes in C.M. 1:2 watering Rmt 5476.18

and 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

373 from suitable size iron angle of 35 x 35 x 3mm; painted with Rmt 5027.00

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

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 eachleg.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

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 /

375 65NB Circular MS Pipe as required and frame fabricated from suitable Each 4573.00

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

cmsOctagone 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

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

376 suitable size iron angle of 35 x 35 x 3mm; painted with Each 7142.00

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 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

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 50 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 eachleg.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

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 phosphetingprocess & 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

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.

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

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

382 retro reflective sheeting as per latest M.O.S.T. specifications. A Each 526.00

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

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 Hectar

of stumps of trees cut earlier and disposal of unserviceable e

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 Hectar

of stumps of trees cut earlier and disposal of unserviceable e

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 cu.m 32.76

200mm thickness)

Rolling and consolidation using vibratory road roller 8-10 tonne

387 capacity (B) Granular sub base(Layer not exceeding 150mm cu.m 31.20

Rolling and consolidation using vibratory road roller 8 - 10 tonne

388 capacity (C) Water bound Macadam (Layer not exceeding 100mm cu.m 58.50

Rolling and consolidation using vibratory road roller 8 - 10 tonne

389 capacity (D) Bituminous Macadam (Layer not exceeding 50mm cu.m 20.30

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 /

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 /

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 /

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

393 in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Rmt 1059.23

Class NP3 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

394 in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Rmt 1422.41

Class NP3 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

395 in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Rmt 1668.74

Class NP3 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

396 in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Rmt 2062.87

Class NP3 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

397 in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Rmt 3214.05

Class NP3 casted by vertically vibrated technology of following

internal diameter. (v) 900 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure

398 pipes with collars for culverts including setting and joining the pipes Rmt 4692.99

in C.M. 1:2 watering and laying (To level of slops of I.S. 458 /

Class NP3 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

399 in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Rmt 5436.90

Class NP3 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

400 in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Rmt 7210.46

Class NP3 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

401 in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Rmt 1017.85

Class NP4 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 theexsting stone paving work & make a

402 proper slope and camber for base supplying and stacking local sand Sqm 256.37

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

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 150 mm X 150 mm X 2400 mm post both side made from

405 of controlled cement concrete M35 having cube compressive Sqm

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

407 service process on cement concrete road surface by using vacuum Sqm

dewatering 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

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

409 required capacity each with all necessary fittings and connection etc. litre 3.91

complete on terrace

Supplying and fixing cat eye (Stimsonite) made out from

Acrilobeautilesterineinjuction high compressed molding with reflector

410 made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) provided no 372.00

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 lane/center line/ edge line/cut patta.

The white color marking should provide luminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be

min 100 mcd/m2/lux during the service life during the day time. The

marking should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as mentioned in the

section-15 of IRC 35- 2015. Warranty for the Retro reflectivity should

Providing and fixing plastic , rubber heavy duty speed breaker

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 directed in charge engineer.

I/We am/ are willing to carry out to work @ _____________ % Above /Below ____________

Percentage (Should be written in Figures and Words) of the Estimated rates mentioned above

amount of my/ our Tender work out as under.

Estimated Amount Estimated Amount

Put On Tender Rs. 956440.00 Put On Tender Rs.

Add % Rs Deduct % Rs.

Total Rs. Total Rs.

(In Words (In Words

Chief Officer President

Stamp With Signature of

Mahemdabad Nagar Palika Mahemdabad Nagar Palika

Mahemdabad Mahemdabad