Annual Rate for Construction & Repairing Work (Year 2026-27) at Bareja Nagarpalika_2nd Call

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

SCHEME : Government Grant/ Self Fund

Sr. No. Item Description Unit Rate

Excavation for foundation up to 1.5 m depth including sorting out and

1 stacking of useful materials and disposing off the excavated stuff upto 50 cu.m

Meter lead.(A) Loose or soft soil

Excavation for foundation up to 1.5 m depth including sorting out and

2 stacking of useful materials and disposing off the excavated stuff up to 50 cu.m

Meter lead.(B) Dense or Hard soil

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

3 out and stacking of useful materials and disposing off the excavated cu.m

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

4 out and stacking of useful materials and disposing off the excavated cu.m

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

5 out and stacking of useful materials and disposing off the excavated cu.m

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

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

6 out and stacking of useful materials and disposing off the excavated cu.m

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

Filling available excavated earth (excluding rock) in trenches. Plinth, sides of

7 foundations etc. in layers not exceeding 20 cm. In depth consolidating cu.m

each disposited layer by ramming and watering.

Filling in plinth with sand under floors including watering ramming,

consolidating and dressing complete

Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

9 thickness including watering, ramming and consolidating etc. complete. cu.m

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

10 thickness including watering, ramming and consolidating etc. complete. cu.m

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto

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

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

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

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

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

excluding cost of formwork in (A) Foundation and Plinth

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

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

cost of formwork in (A) Foundation and Plinth

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

crushed stone aggregates 20 mm nominal size) and curing complete

17 including cost of formwork in (A) Wall Caps / Coping cu.m

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

18 binding and placing in position complete up to floor two level kg

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

excluding cost of reinforcement

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

Providing up to 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)

21 reinforced with 1.6 mm dia. Mild steel wire including roughening, Sqm

cleaning, fixing and finishing in cement mortar 1:3 and curing complete. (B)

Providing up to 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)

22 reinforced with 1.6 mm dia. Mild steel wire including Sqm

roughening,cleaning, fixing and finishing in cement mortar 1:3 and curing

complete. (C) 25mm thick

Providing and laying damp proof course 25mm thick cement concrete 1:2:4 (1-

23 Cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size) and curing Sqm

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 reinforced concrete work in

(C) Slabs, landing, shelves, Balconies, Lintels, Beams, Girders and Cantilever

upto floor two level

Providing and laying controlled cement concrete M.150 for curing complete

excluding cost of formwork and reinforcement for reinforced concrete work

in (D) Columns, Pillars posts and struts upto floor two level.

Providing and laying controlled cement concrete M.150 for curing complete

excluding cost of formwork and reinforcement for reinforced concrete work

in (E) Staircases excluding landing upto floor 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 reinforced concrete

work in (E) Staircases excluding landing 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 (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 reinforced concrete

36 work in (A) Foundations, footings, Base of columns and Mass cu.m

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 anticorrosive 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

41 transit mixer to site of laying, excluding the cost of centering shuttering finishing cu.m

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

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

42 transit mixer to site of laying, excluding the cost of centering shuttering finishing cu.m

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

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

: 6 -fine sand)(B) Conventional

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

: 6 -fine sand)(C) Fly Ash Bricks

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

Extra for brick work in superstructure above plinth level upto floor two level(C) Fly

(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)

Half brick masonry in common brunt clay building bricks having crushing strength

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

50 with 2 Nos of 6mm Mild steel round bars after every three course embedded Sqm

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 1:3 ( 1-Cement : 3-coarse sand )

51 with 2 Nos of 6mm Mild steel round bars after every three course embedded Sqm

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

52 4 M. and removal of the same for in situ reinforced concrete and plain Sqm

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

53 4 M. and removal of the same for in situ reinforced concrete and plain Sqm

concrete work in. (B) Flat surfaces such as soffits of supspened floors slabs

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

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

including centering shuttering strutting and propping etc. Height of

propping and centering below supporting floor to 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 propping etc. height of

propping and centering below supporting floor to ceiling not exceeding

55 4 M. and removal of the same for in situ reinforced concrete and plain Sqm

concrete work in. (C) Vertical surface such as walls (any thickness)

partitions and the like including attached buttresses & string course & the

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

56 4 M. and removal of the same for in situ reinforced concrete and plain Sqm

concrete work in. (G) Columns PillarsPosts and struts. (1) Square Rectangular

Polygonal in plan.

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

including centering shuttering strutting and propping etc. height of

propping and centering below supporting floor to ceiling not exceeding

57 4 M. and removal of the same for in situ reinforced concrete and plain Sqm

concrete work in. (G) Columns PillarsPosts and struts. (2)Circular or curved 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

58 4 M. and removal of the same for in situ reinforced concrete and plain Sqm

concrete work in. (H) (1) Sides and soffits of Beams Beam Haunchings cantilevers

Girders Bressumers and Lintels not exceeding 1 M. in Depth.

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

including centering shuttering strutting and propping etc. height of

propping and centering below supporting floor to ceiling not exceeding

4 M. and removal of the same for in situ reinforced concrete and plain

concrete work in. (H) (2) Sides and soffits of Beams Beam Haunchings canti-

levers Girders Bressumers and Lintels exceeding 1M.in

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 propping etc. height of

propping and centering below supporting floor to ceiling not exceeding

62 4 M. and removal of the same for in situ reinforced concrete and plain Sqm

concrete work in. (L) Chullah Hoods, weather shades Chhajjas Corbels etc.

including edges.

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

including centering shuttering strutting and propping etc. height of

propping and centering below supporting floor to ceiling not exceeding

63 4 M. and removal of the same for in situ reinforced concrete and plain Sqm

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 cleared story windows

65 and other similar works wrought, framed and fixed in position. (A) Indian Teak 10 Cu.Dm.

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

66 plates and the like wrought framed, hoisted and fixed in position Cu.Dm.

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

put up in position. (A) Indian Teak Wood

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

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

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

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

69 story windows including anodised alluminium butt hinges with necessary screws. Sqm

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

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

story windows including anodised alluminium butt hinges with necessary screws.

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

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

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

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

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

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

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. including anodised

74 alluminium butt hinges with necessary screws. (A) Indian teak wood. (i) Sqm

Fully Panelled.

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

75 alluminium butt hinges with necessary screws. (A) Indian teak wood. (ii) Fully Sqm

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

76 alluminium butt hinges with necessary screws. (A) Indian teak wood. (iii) Sqm

Partly panelled and partly glazed.

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

77 enamelled M.S. butt hinges with necessary screws. (A) Indian teak wood. (i) Sqm

Fully Panelled.

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

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

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

79 enameled M.S. butt hinges with necessary screws. (A) Indian teak wood. (iii) Sqm

Partly panelled and partly glazed.

Providing and fixing flush door shutters, solid core construction with frame of

first class hardwood with cross board and face veneer or plywood face

panels, including anodised alluminium butt hinges with necessary screws. (B)

Non-decorative type and block board core anodised alluminium butt hinges

in flush door shutters (2) 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

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

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

square or round bars with round headed bolts and nuts or by screws. (B)

ORNAMENTAL GRILL

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

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

83 anodized alluminium fixtures and fastenings including primer coat of approved Sqm

quality and two coats of oil painting etc, complete. (i) Fully Glazed.

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

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

84 anodized alluminium fixtures and fastenings including primer coat of approved Sqm

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

85 joists, channels angles Tees, flats, with connecting plates or angle cleats as in q

main and cross beams. Hip and jack rafters, purlins conneted to common

rafters and the like.

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

fixing in position and applying a priming coat of red lead paint. (D) In trussses

and trussed purlins, upto 25 M. span and 15 M ovarall 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 on specially designed pipe shaft

87 with bracket plates, guide channels and arrangements for inside and Sqm

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.

Kg/mt with sliding shutters of horizontal member size 40 mmx18mm

x1.29mm @ wt.of 0.456 Kg/mt, vertical member of size 40mm x 18mm x 1.29 mm

@ wt.of 0.456Kg/mt/ with 5 mm thick transparent bronze colour tinted float

glass with powder coated aluminum fittings and fixtures and transparent

silicon sealant glass fixing to frame as per details etc

Providing and fixing window having extruded aluminum Colour anodized section

frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt,

horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm @ wt.of

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

90 1.29mm @ wt.of 0.456Kg/mt, vertical member of size 40mm x 18mm x Sqm

1.29mm @ wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick transparent

bronze colour tinted float glass with powder coated aluminum fittings and fixtures

and transparent silicon sealant glass fixing to frame as per details etc complete for

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

91 5 mm thick transparent bronze colour tinted float glass with colour anodized Sqm

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 not exceedings 30 cms. in hieght on

10mm thick cement plaster 1:3 (1-cement : 3-coarse sand ) jointed with neat

cement slurry including rubbing and polishing complete with tiles of. (B) Medium

Shades using approx. 50% white Cement and 50% ordinary cement

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

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

finishing with flush pointing in white cement.

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

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

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

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

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

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

Providing and laying Ceramic tiles 6mm thick in skrting risers of steps and dedo

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

white cement slurry

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

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

sand) and jointed with white cement slurry

Providing and laying polished Kota stone slab flooring over 20mm (Average)

thick base of cement mortar 1:6 (1 cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime

101 putty :1.5 - coarse sand) laid over and jointed with grey cement slurry mixed Sqm

with pigment to match the shade of slab including rubbing and polishing etc.

complete. (A) 25mm thick

Providing and laying polished Kota stone slab flooring over 20mm (Average)

thick base of cement mortar 1:6 (1 cement : 6-coarse sand) or L.M. 1.1.5 laid

over and jointed with grey cement slurry including rubbing and polishing etc.

complete. (B) 30 mm thick

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

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

103 Cement : 3 coarse sand) and jointed with gray cement slury mixed with Sqm

pigment to match the shade of slab including rubbing and polishing etc.

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 M200 grade concret as per

107 approved design and including excavation for fixing in proper line and level,filling Rmt

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 :

including 35 mm Sand layer for levelling and filling the joint with sand in proper

line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

Providing and laying broken chine mosaic flooring for terrace using 12 mm

to 20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to

plain or slope and to be tempered to bring mortar creme out upto

surface using white cement including rounding off junctions and extending

them upto 15 cm along the wall,clearing with water and oxalic acid etc. as

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.

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 as per

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

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

calcium Silicate tile shall be of approved texture Fine fissured/

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

0.75 NRC or equivalent of size 595 X 595 mm to be laid on true horizontal level

suspended inter locking metal grid of hot dipped galvanized steel sections

(galvanizing @120 grams per sqm including both side) consisting of main

115 ‘T’ runner suitably spaced at joints to get required length and size of Sqm

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

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

sections using water proof board of size 1220 mm x 1830 mm x 8.0 mm

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

intermediate channel og size 18 mm x 40 mm x 0.8 mm at 1220 mm center to

center ceiling section of size 40 mm x 35 mm x 0.55 mm at 457 mm c/c and

perimeter channel A of size 20 mm x 27 mm x 30 mm x 0.5 mm at edges & drops

incl.paper tap sand sofit cleat, anchor fastener, scoch bolt connecting

cleat,joining compound top coat on ceiling incl.making necy.opening for light

fitting,diffuser etc. comp. as per detail drawing as directed

Providing 15mm thick cement plaster in single coat on Rough (Similar)side

of single or half brick walls for interior plastering upto floor two level and

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

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

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

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

20mm thick sand faced cement plaster on walls upto height 10 metres

above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-

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

sand) etc. complete.

Pointing on brick work with cement mortar 1:3 (1- cement : 3-coarse sand) (A)

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 : 4 coarse sand) in rough finishing and

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 even shade

124 including thoroughly booming the surface to remove all dirt, dust; mortar drops Sqm

and other foreign matter.

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

primary coat of white washing to give an even shade after through brooming

the surface to remove all dirt, dust, mortar drops and other foreigh matter.

Distempering with dry distemper of approved brand and manufacture (two coats)

and of required shade on wall surfaces of given an even shade, over and

126 including a priming coat of whiting after thoroughly brooming the surface Sqm

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 even shade, after

127 thoroughly brushing the surface clean of all grease, dirt, loose pieces of scales Sqm

including preparing the surface even and sand papered smooth.

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

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

over and including a priming coat with distemper primer of approved

128 brand and manufacture after thoroughly brushing the surface free from Sqm

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 smooth.

Finishing wall with water proofing cement paint of on wall surfaces (Two

coats) to give an approved brand and manufacture and of required shape even

shade after thoroughly brushing the surface to remove all dirt and remains of

loose powered materials.

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

manufacture on undecorated wall surface to give an even shade including

throughly brushing the surface free from mortar droppings and other foreign

matter and sand papered smooth.

Applying priming coat over new steel and other metel surface after and

including preparing the surface by throughly cleaning, oil,grease, 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 even shade including

cleaning the surface an even shade including cleanicn the surface of all dirt,

dust and other foreign matter.

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

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

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

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

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

139 even surface including cleaning, the surface of all dirt, dust and sand papering Sqm

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, letters etc 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

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

Demolition including stacking of serviceable materilas and disposal of

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

Demolition of Brick work and stone masonry including stacking of

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

lead and lift.(ii) In Cement Mortar.

Demolition of terrace including stacking of serviceable materilas and disposal of

147 unserviceable materials with all lead and lift.(i) Brick tile covering. Sqm

Dismentaling tiled of stone floors laid in mortar including stacking of

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

Dismentaling of wooden floors including stacking of serviceable materilas

149 and disposal of unserviceable materials with all lead and lift. Sqm

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

150 stacking of serviceable materilas and disposal of unserviceable materials with all Sqm

lead and lift.(i) G.I.sheet roofing.

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

151 stacking of serviceable materilas and disposal of unserviceable materials with all Sqm

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 battens and

153 beadings including frame work, and stacking the serviceable materials with all Sqm

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

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

Dismentling barbed wire in fencing including making rolls and also including

dismentling fencing posts including all earth work concrete in base and

157 making good the disturbed ground stacking useful materials as directed and Rmt

disposing as directed and disposing of the unserviceable materials with

all lead and lift.

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

158 clamps including stacking the materials with all lead and lift ( for any dia, of pipe) Rmt

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

159 type, flushing tank etc. including stacking the materials with all lead and lift. Each

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 /

161 R.C.C member including stacking of serviceable material and disposal of Sqm

unserviceable from site of work with all lead and lift

Providing and fixing PUF Insulated continueous sandwich panels for roofs of total

thickness not less than 30 mm made out from continue line method.Panel

shall have 0.5 mm thick pre coated GI sheet on both side of

Polyurethane foam with external face being corrugated in shape for GI and

PU foam both material.The crest height of the panel shall be of 35mm

minimum wiht 250mm c/c pitch. The Precoated sheet shall be of

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

have zinc coating of 120 gsm as per IS:277 , 5-7 microns epoxy primer on both

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

have protective guard film of minimum 25 microns to avoid scratches wihile

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

and purlins fixed using 90mm self drilling bolt with rubber washer

including all types of flashings. PU Foam must be self-extinguishing, fire

retardant type having minimum density of 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

163 minimum 25 microns to avoid scratches during trasportation.The panels shall Sqm

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

self-extinguishing, fire retardant type having minimum density of

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

edges. The panels shall be fixed to the steel frame structure with minimum

5mm thick self tapping GI screws of required length and nos. with minimum

spacing of 300 mm c/c.

Providing and fixing PUF Insulated continueous sandwich panels for walls of total

thickness not less than 40 mm and width 1.0 m made out from continue line

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

sheet on both side of Polyurethane Foam confirming to IS 12436:1988.The

Precoated sheet shall be of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum 120 gsm as per IS:277:1992

, 5-7 microns epoxy primer on both side of the sheet and polyester top coat

15-18 micron.The PPGI Sheet shall have plastic protective guard film of

164 minimum 25 microns to avoid scratches during trasportation.The panels shall Sqm

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

self-extinguishing, fire retardant type having minimum density of

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

edges. The panels shall be fixed to the steel frame structure with minimum

5mm thick self tapping GI screws of required length and nos. with minimum

spacing of 300 mm c/c.

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

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

165 hoisting, fixing in position and applying a priming coat of approved steel kg

primer all complete as per the structural designs and directions of Engineer

in charge.Column ( 122 x 61 x 3.6mm )

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

cut PUF panels of size of 52mm x 30mm with 5mm lipping on Both edges. The U

track shall be made out of 0.5 mm thick pre coated GI sheet.The Precoated

sheet shall be of minimum 240 mpa steel grade confirming to IS 14246:1995

and shall have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7

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

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

minimum 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

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

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

and making good.

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

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

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

169 hot mixture of bitumen and clean dry sand (1:1 by weight) Rmt

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

posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at 2.5 Mt,C/c.

with five Horizontan lines and two diagonals of galvanised steel barbed wire

weighting 9.38 Kg. per 100 Metre, strained and fixed to posts with G.I,staples

including fixing the postsin ground with 0.5 M x 0.5.M x 0.5 M. block in

C.C1:5:10 etc complete.

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

in C.M,(1:6) in front and dwarf wall 1.0 Mt.high and 23 cm.thick cement

plaster to masonry / in C.M.1:3) and cement concrete flooring in 1:2:4: mi x

cm. dia. drain pipe etc.complete.

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

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

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

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

EC. As Per 6131_paret-II Consentration Weight one percent is recommended i.e

one litre 20 EC chemical emulsion with 19 liter give 1 % concrentration inclusive of

one litre chemical emulsion appication at the rate of 5 Litre chemical /

Sqm of surface is recommended as per I.S

Providing and laying, Spreading and compacting graded stone aggregate to wet

mix macadam specification including premixing the material with water at OMC in

mechanical mix plant carriage of mixed material by tipper to site,laying in uniform

layers with motor grader in sub-base/base course on well prepared surface and

compacting with vibratory roller to achieve the desired density.

Supply & fixing factory finished cold formed Light guage steel frame sections

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

in builtup for all type of sections ,in framed work, cutting, hoisting, fixing in

position and applying primer coat of approved steel primer etc. complete as

per structural designs & directions of Engineer-in-charge.

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

pressure poluthene pipes of the following outside Dia. Low densidy,

177 complete with special falnge compression type fittings, wall clipsetc. including Rmt

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

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

pressure poluthene pipes of the following outside Dia. Low densidy,

178 complete with special falnge compression type fittings, wall clipsetc. including Rmt

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

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

pressure poluthene pipes of the following outside Dia. Low densidy,

179 complete with special falnge compression type fittings, wall clipsetc. including Rmt

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

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

pressure poluthene pipes of the following outside Dia. Low densidy,

180 complete with special falnge compression type fittings, wall clipsetc. including Rmt

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

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

pressure poluthene pipes of the following outside Dia. Low densidy,

181 complete with special falnge compression type fittings, wall clipsetc. including Rmt

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

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

pressure polythene pipes of the following outside Dia. Low densidy,

182 complete with special falnge compression type fittings, wall clipsetc. including Rmt

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

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

pressure poluthene pipes of the following outside Dia. Low densidy,

183 complete with special falnge compression type fittings, wall clipsetc. including Rmt

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

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

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 with soil pipe in Cement Mortar

190 1:1 (1- Cement : 1-fine sand) (Seal and cover to be measured and paid for Each

separately)(A) vitreous China Pattern :(i) in white colour

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

191 white vitreous China 250mm x 130mm x 30mm footrest to long pattern Each

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.

192 China (60 cm. ) and pull union and couplings for connections with inlet, outlet Each

and overflow pipes etc. including cutting holes in walls and making good the

same (overflow pipe to be measured and paid fo separately )

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

diameter galvanised steel tube flush pipe for high level flushing cistern

including connecting the flush pipe with cistern and closet and making good

the walls and floors.

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

Providing and fixing plastic seat and cover for wash down water closer with

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

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

brackets painted white including sutting holes and making good the same

but excluding fittings.(A) Vitreous China:(ii) Flat Back washbasin 550 mm x v

400mm size. (i) In white colour.

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

including cutting holes in walls and making good the same but excluding

fittings. (C) Vitreous China Sink.(i) 600mm x 450mm x 150mm size

Providing and fixing C.P. brass waste for washbasin or sink. (A) 32mmdia.

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

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

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

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

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 superior glass

204 mounted on 6mm thick A.C. sheet or plywood sheet and fixing to wooden pluge Each

with C.P. brass screws and washers.

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

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

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

206 guard rail complete mixed to wooden plug with C.P. brass screws. Each

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

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

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

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

Providing and fixing Gun metal check or non-return fullway wheel valve.(A)

Providing and fixing Gun metal check or non-return fullway wheel valve.(B)

Providing and fixing Gun metal check or non-return fullway wheel valve.(C)

Providing and fixing Gun metal check or non-return fullway wheel valve.(D)

Providing and fixing Gun metal check or non-return fullway wheel valve.(E)

Providing and fixing chromium plated brass half trun flush cock of approved

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

Providing and fixing chromium plated brass half trun flush cock of approved

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

Providing and fixing chromium plated brass half trun flush cock of approved

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

Providing and fixing Urinal or approved quality including conecting the Urinal

227 with waste pipe , tap etc. complete.(A) White earthenware flat back Each

or corner type size 430mm x 260mm x 350mm.

Providing and fixing Urinal of approved quality including connection with trap and

with integral longitudinal flush pipe.(A) Squating plate pattern white

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

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)

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

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. length.

Providing and fixing concealed center point to wall ceiling & floor CPVC

(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for potable

237 water of following dia. nominal bore tube fittings and clamps including Rmt

making good the wall, ceiling and floor etc. complete.[A] 15 mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC

(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for potable

238 water of following dia. nominal bore tube fittings and clamps including Rmt

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 (NSF) seal for potable

239 water of following dia. nominal bore tube fittings and clamps including Rmt

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 (NSF) seal for potable

240 water of following dia. nominal bore tube fittings and clamps including Rmt

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 (NSF) seal for potable

241 water of following dia. nominal bore tube fittings and clamps including Rmt

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 (NSF) seal for potable

242 water of following dia. nominal bore tube fittings and clamps including Rmt

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 clamp at every two metre C/C or

shall be concealed as directed including necessary fittings etc. including testing

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

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

40) for cold water including fittings as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or

shall be concealed as directed including necessary fittings etc. including testing

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

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

40) for cold water including fittings as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or

shall be concealed as directed including necessary fittings etc. including testing

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

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

40) for cold water including fittings as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or

shall be concealed as directed including necessary fittings etc. including testing

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

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

40) for cold water including fittings as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or

shall be concealed as directed including necessary fittings etc. including testing

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

Providing, laying and jointing in true line and level 160 diametre U.P.V.C

(Type B) conforming to IS 13592-1992 with one end plain and other end socketed

with rubber ring, & fittings conforming to ISI 14735-1999 of approved

make for drainage system pipe line, pipe shall be jointed with each other with

rubber lubricant, pipe shall be fixed on wall using of PVC clamp of the size

mm diametre x 210 mm length x 196 mm heigh at every 2000 mm center to center

or shall be concealed in walls as directed including necessary fittings such as

bends, shoes etc. including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials.

Providing, laying and jointing in true line and level 110 diametre U.P.V.C

(Type B) conforming to IS 13592-1992 with one end plain and other end socketed

with rubber ring, & fittings conforming to ISI 14735-1999 of approved

make for drainage system pipe line, pipe shall be jointed with each other with

rubber lubricant, pipe shall be fixed on wall using of PVC clamp of the size

mm diametre x 149 mm length x 145 mm heigh at every 2000 mm center to center

or shall be concealed in walls as directed including necessary fittings such as

bends, shoes etc. including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials.

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

252 Mortar in proportion 1:1 Salt glazed stoneware pipes including testing of Rmt

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

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

253 Mortar in proportion 1:1 Salt glazed stoneware pipes including testing of Rmt

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 concrete

Light duty non-pressure pipes I.S. class NP2 of the following internal diameter

with collars and butt ends prepared for collar joints including testing of joints

complete.(G) 600mm

Providing laying (to level or slopes) and jointing reinforced concrete

Light duty non-pressure pipes I.S. class NP2 of the following internal diameter

with collars and butt ends prepared for collar joints including testing of joints

complete.(H) 900mm

Providing laying (to level or slopes) and jointing reinforced concrete

Light duty non-pressure pipes I.S. class NP2 of the following internal diameter

with collars and butt ends prepared for collar joints including testing of joints

complete.(K) 1000mm

Providing laying (to level or slopes) and jointing reinforced concrete

Light duty non-pressure pipes I.S. class NP2 of the following internal diameter

with collars and butt ends prepared for collar joints including testing of joints

complete.(M) 1200mm

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

graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-

cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering

15mm thick with Cement Mortar 1:3 (1- Cement : 3-coarse sand) finished

with a floating coat of neat cement and making channels in cement concrete

1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size)

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

1200mm and 1.5M. deep including C.I. cover with frame size 560mm diameter

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

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

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

Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type depth 0.90 Metre

for 150mm diameter sewer.

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

267 0.1M. or Part thereof over item No.265 (I) for depth from 0.9M to 1.5M. Each

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

268 0.1M. GR Part thereof over item No.265 (I) for depth from 1.50M. to 2.25M. Each

Providing and fixing cast iron steps of size 500mm x 150mm x 22.5mm and

269 painting with two coats of Anti- corrosive paint etc. complete. Each

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

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

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

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

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

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

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

Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2-

272 coarse sand :4-graded stone aggregate 20mm size) foundation concrete Each

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

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-

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

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 thereof

274 beyond 450mm depth for Brick masonry chamber.(i) for 455mm x 610mm size. Each

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

275 beyond 450mm depth for Brick masonry chamber.(ii) for 500mm x 700mm size. Each

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

276 beyond 450mm depth for Brick masonry chamber.(iii) for 600mm x 850mm size. Each

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

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

the top with stone including providing vatas in C.M. 1:3 with finishing curing etc.

complete as directed.

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

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

the top with stone including providing vatas in C.M. 1:3 with finishing curing etc.

complete as directed.

Earthwork for embankment including breaking clods, dressing with all lead

279 and lift (excluding watering and consolidation)(A) From Borrow pits within cu.m

Earthwork for embankment including breaking clods, dressing with all lead

280 and lift (excluding watering and consolidation)(B) From Borrow area within 0.5 cu.m

Earthwork for embankment including breaking clods, dressing with all lead

281 and lift (excluding watering and consolidation)(C) From Borrow area within 1.0 cu.m

Earthwork for embankment including breaking clods, dressing with all lead

282 and lift (excluding watering and consolidation)(D) From Borrow area within 2.0 cu.m

Earthwork for embankment including breaking clods, dressing with all lead

283 and lift (excluding watering and consolidation)(E) From Borrow area within 3.0 cu.m

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

Earthwork for embankment including breaking clods, dressing with all lead

and lift and including watering rolling and consolidation of subgrade in layers at

286 O.M.C. to required dry density including filling the depression which occur cu.m

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

Earthwork for embankment including breaking clods, dressing with all lead

and lift and including watering rolling and consolidation of subgrade in layers at

287 O.M.C. to required dry density including filling the depression which occur cu.m

during the process using power roller 8T to 10T.(B) From Borrow area within

Earthwork for embankment including breaking clods, dressing with all lead

and lift and including watering rolling and consolidation of subgrade in layers at

288 O.M.C. to required dry density including filling the depression which occur cu.m

during the process using power roller 8T to 10T.(C) From Borrow area within

Earthwork for embankment including breaking clods, dressing with all lead

and lift and including watering rolling and consolidation of subgrade in layers at

289 O.M.C. to required dry density including filling the depression which occur cu.m

during the process using power roller 8T to 10T.(D) From Borrow area within

Earthwork for embankment including breaking clods, dressing with all lead

and lift and including watering rolling and consolidation of subgrade in layers at

290 O.M.C. to required dry density including filling the depression which occur cu.m

during the process using power roller 8T to 10T.(E) From Borrow area within

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

and spreading the stuff, embankment as and where directed within

200meters from the end of the cutting with all required lead and lift.

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

and spreading the stuff, embankment as and where directed within

200meters from the end of the cutting with all required lead and lift.(A)

Above 200 Meters upto 300 Meters.

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

and spreading the stuff, embankment as and where directed within

200meters from the end of the cutting with all required lead and lift.(B)

Above 300 Meters upto 400 Meters.

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

and spreading the stuff, embankment as and where directed within

200meters from the end of the cutting with all required lead and lift.(C)

Above 400 Meters upto 500 Meters.

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

putting the stuff in spoil bank maintaining minimum distance of five meter

between top edge and cutting and toe of spoil 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

directed upto 50Mt.lead.

Earthwork in cutting including preparing the slope and camber andstacking or

297 utilising the cutting stuff in bank as directed upto 200 Meters from the end of cu.m

cutting with all lead and lift.(i) Hard murrum.

Earthwork in cutting including preparing the slope and camber andstacking or

utilising the cutting stuff in bank as directed upto 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

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

Suppliying of graded stone aggregate of following sizes (for W.B.M. Road)(1)

Hand broken stone aggregate25mm to 90mm size.

Suppliying of graded stone aggregate of following sizes (for W.B.M. Road)(2)

Hand broken stone aggregate 40 mm to 63 mm size.

Suppliying of graded stone aggregate of following sizes(for W.B.M. Road)(3)

Crushed stone aggregate for Hard Quality up to 63 mm stze

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

following nominal size free of disintegrated pieces deletarious and

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

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.

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

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

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

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

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

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

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

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

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

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

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

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

camber and gradient as directed.(i) Murrum

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

and gradient as directed.(ii) Sand

Rolling and consolidation of soling including filling in depression which occur

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

Rolling and consolidating water bound macadam (except laterite and Kankar)

including watering not exceeding 150mm thickness (Main layer including binding

317 materials ) including filling in depressions which occur during the process.(A) Sqm

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 @ rate of

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

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

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

of road surface excluding roling and consolidation (stone chipping and

bitumen shall be paid seperately)

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

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

for first coat and 11 Kg. of bitumen with 0.10 cu.m. of stone chippings 10mm

323 nominal size per 10 Sq.M. of road surface for second coat excluding Sqm

consolidation for second coat excluding consolidation bitumen shall

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 0.10 cu.m. of stone

324 chipping 10mm nominal size per 10.0 Sq.M. of road surface excluding Sqm

roling and consolidation (Chips and bitumen shall be paid seperately)

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

stone chippings (Labour only)

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

chippings (12mm size 0.18cu.m. and 10mm size 0.09 cu.m.) mixed with 14.4 kgs.

of bitumen per 10 Sq.M. of road surface excluding rolling and

consolidetion etc. complete. (Stone chippings and Bitumen shall be paid

separately)(i) With tack coat at rate of 5.0 Kg. /10 Sq.M.

2.5cm. thick Consolidated singlecourse pre-mixed carpet surfacingwith

cu.m. of stone chippings(20mm size 0.15cu.m. 10mm size0.12 cu.m. and 0.6 mm

size of 0.09 cu.m. ) mixed with 19.5 kgs. ofbitumen per 10 Sq.M. of road

surface excluding consolidetion etc. complete.(Stone chippings and

Bitumen shall bepaid separately)(i) With tack coat at rate of 5.0 Kg. /10

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

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

rolling and consolidation. (Chipping and bitument shall be paid

Pre-mixed seal coat (I.R.C. type-B) with 0.06 cu.m. of fine aggregate and 6.8 Kg.

329 of bitumen per 10 Sq.M. of road surface excluding rolling and consolidetion. cu.m

(Chipping and bitument shall be paid separately)

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

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

331 0.50 cu.m. of stone aggregate per 10 Sq.M. of roadsurface for second Sqm

layer and using 0.13cu.m. of Key aggregate per 10 Sq.M. excluding

rolling and consolidation complete. (stone aggregate and bitumen shall be

paid separately)

Labour charges for laying premixed bituminious macadam / concrete /

carpet etc. by hot mix laid process including heating the asphalt and

aggregates by continuous hot mix,transporting the mix and spreading the

same by paverfinisher and consilidation with powerroller including

providing and layinguniformaly tack coat includingproviding and laying

uniformaly tackcoat including necessary fire wood oillubricants, labour

charges and hirecharges of the required plant andmachineries etc. complete.

Consolidation of surface dressing in one coat with power roller including cost of

fuel hire charges of roller etc. complete.

Consolidation of surface dressing in two coats with power roller including

cost of fuel hire charges of roller etc. complete.

Consolidation of 2cm. thick open graded premixed asphalt carpet with

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

Consolidation of 2.5cm. thick premixed asphalt carpet with power roller

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

Consolidation of liquid / premixed seal coat with power roller including cost of

fuel hire charges of roller etc. complete.

Consolidation of Built up spray grout in required layers with power roller

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

Consolidation of bituminous macadam / concrete etc. with power roller

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

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

painting, lettering etc. complete including fixing in C.C. 1:4:8 with necessary

excavation etc. complete as per I.R.C. type design.(i) Non - Reflective type

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

painting, lettering etc. complete including fixing in C.C. 1:4:8 with necessary

excavation etc. complete as per I.R.C. type design.(ii) Reflective type

Providing and fixing Junction board of precast R.C.C. as per standard I.R.C.

342 design including fixing in C.C. with 1:4:8 necessary excavation painting figuring Each

and lettering on board etc. complete.

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

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

painting figuring and lettering on board etc. complete.

Labour charges for dry stone pitching 15 cm. Thick including preparing

Labour charges for dry stone pitching of 22.5 cm. thick including preparing

the surface etc complete.

Labour charges for dry stone pitching of 20.0 cm. thick including preparing

the surface etc complete.

Providing panel wall for dry stone pitching in uncourased rubble masonary with

347 had stone of approved quality in cement. mortar 1.5 including curing etc, cu.m

Scarifying gravelled macadam or bitumen macadam surface 6 cm to

348 cm.depth including stacking useful materials on road side and disposing off Sqm

remaining stuff.

Labour charges for filling measure boxes of crushed metal or gravel of size

20 mm to 63 mm including all tools and as directed.

Labour charges for filling measure boxes of Kapachi of 12 m.size Grit, sand,

murrum etc. including all tools and as directed.

Labour charges for breaking boulders and Big.size rubble in to oversize metal for

Labour charges for breaking boulders and Big.size rubble in to standard size.

(40mm to 63 mm) metal for soling.

Supplying of wooden pegs 4 cm. in Diameter and 25 cm. to 30 cm. long including

taper at one end etc. complete.

Demarkation of road alingment including marking out road line by providing

and fixing wooden pegs or steel rod of required size at every 25 M to

354 M. including excavating trenches ion both sodes of 0.30 m. x 0.30M. including Km

supplying of labours and all materials for every work etc. complete.

Filling around the pipes with murrum including dressing, tampering etc. complete.

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

356 set in C.M. 1:4 including finishing and engraving letters etc. complete. Km

Numbering the C.D. work with approved paint including all materials for painting

Providing and fixing Number plate of Marble plate stone of required size set in

358 C.M. 1:4 including finishing and engeaving letters etc. completes. Each

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)

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)

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)

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)

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)

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)

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts carrying heavy traffic as per IS 458-1991 specifications

366 including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) Rmt

of class NP3 of following internal daimeters.(i) 300mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for ssculverts carrying heavy traffic as per IS 458-1991 specifications

367 including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) Rmt

of class NP3 of following internal daimeters.(ii) 450mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts carrying heavy traffic as per IS 458-1991 specifications

368 including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) Rmt

of class NP3 of following internal daimeters.(iii) 600mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts carrying heavy traffic as per IS 458-1991 specifications

369 including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) Rmt

of class NP3 of following internal daimeters.(iv) 750mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts carrying heavy traffic as per IS 458-1991 specifications

370 including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) Rmt

of class NP3 of following internal daimeters.(v) 900mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts carrying heavy traffic as per IS 458-1991 specifications

371 including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) Rmt

of class NP3 of following internal daimeters.(vi)1050mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts carrying heavy traffic as per IS 458-1991 specifications

372 including setting the pipes in C.M. 1:2 watering and laying (to levelss or Rmt

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

x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D 4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable size iron angle of 35 x

35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The

details of symbol foreach board shall be as per theinstruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof size 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

orsssiginal 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

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

Cirscular 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

374 bends. The details of symbol foreach board shall be as per theinstruction Each

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 supervisisson of engineer in charge. A warranty for 10 years for the

Retro reflective sheeting from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for the product offered

shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms

Dia Circle as per design of IRC-67-2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy coatings in black and white bends. The

375 details of symbol foreach board shall be as per theinstruction of engineer in Each

charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for

each leg.including excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 10 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be submitted

by contractor. (A) Class-C Type-11 Retro Reflective sheeting

STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 90 cms Octagone as per design of

IRC-67- 2012. Pre treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-

11 as per ASTM D-4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white bends. The details

376 of symbol foreach board shall be as per theinstruction of engineer in charge. The Each

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

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

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

377 coatings in black and white bends. The details of symbol foreach board shall Each

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

378 white bends. The details of symbol foreach board shall be as per Each

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

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

379 white bends. The details of symbol or inscription/letters / numerals for Each

each board shall be as per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the supervision of engineer in charge. A

warranty for 10 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test report

from third party test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective sheeting

Sign board per Squate Meter :-Providing and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 1meter

x1 meter as per design of IRC-67-2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 4 mtr long stand post (2 Nos.) of 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame fabricated from suitable size

iron angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and

380 white bends. the details of symbol or inscription / numerals for each board shall Each

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

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

381 details of symbol or inscription / numerals for each board shall be as per the Each

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 retro reflective sheeting as per latest M.O.S.T. specifications. A warranty for

10 years for the Retro reflective sheeting from original manufacturer & a

certified copy of 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

Clearing and grubbing road land including uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of

trees cut earlier and disposal of unserviceable materials(A) By manual means in

area of light jungle

Clearing and grubbing road land including uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of

trees cut earlier and disposal of unserviceable materials (C) By mechanical

means in area of light jungle

Rolling and consolidation using vibratory road roller 8 - 10 tonne capacity

386 (incl. watering)(A) Earth work (layer not exceeding 200mm thickness) cu.m

Rolling and consolidation using vibratory road roller 8-10 tonne capacity (B)

387 Granular sub base(Layer not exceeding 150mm thickness) cu.m

Rolling and consolidation using vibratory road roller 8 - 10 tonne capacity (C)

388 Water bound Macadam (Layer not exceeding 100mm thickness) cu.m

Rolling and consolidation using vibratory road roller 8 - 10 tonne capacity (D)

389 Bituminous Macadam (Layer not exceeding 50mm thickness) cu.m

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slops of I.S. 458 / 1971 Class NP3 of following internal

diameter. 1400 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slops of I.S. 458 / 1971 Class NP3 of following internal

diameter. 1600 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slops of I.S. 458 / 1971 Class NP3 of following internal

diameter. 1800 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering and

393 laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically Rmt

vibrated technology of following internal diameter. (i) 300 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering and

394 laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically Rmt

vibrated technology of following internal diameter. (ii) 450 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering and

395 laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically Rmt

vibrated technology of following internal diameter. (iii) 500 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering and

396 laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically Rmt

vibrated technology of following internal diameter. (iv) 600 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering and

397 laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically Rmt

vibrated technology of following internal diameter. (v) 900 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering and

398 laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically Rmt

vibrated technology of following internal diameter. (vi) 1000 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering and

399 laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically Rmt

vibrated technology of following internal diameter. (vii) 1200 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering and

400 laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically Rmt

vibrated technology of following internal diameter. (viii) 1400 mm dia.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering and

401 laying (To level of slops of I.S. 458 / 1971 Class NP4 casted by vertically Rmt

vibrated technology of following internal diameter. 300mm dia.

Refitting of Existing Rough nimbhada paving work on Excavated Pipeline, Gas line,

Water Supply Line, Telephone Line, Drainage Line Etc. Including of Lifting the the

exsting stone paving work & make a proper slope and camber for base supplying

and stacking local sand for bedding of 35 mm thick and filling the joint with

cement pointing in C.M. 1:4. all meterials (. Note : Rough Kota stone supplied by

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

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 of controlled cement concrete M35 having

cube compressive strength not less than 35 MPa jointing with high strength &

tensile adhesion non-shrink cementitious joint compound / P.U. Foam. (Plaster not

Providing & Spreding floor hardner chemical of standard company on the road

surface as per directed engineers in charge. (market rate)

Compaction and finishing of cement concrete road by trimix process providing

extra labor charges for the trimix vacuum dewatering service process on cement

407 concrete road surface by using vacuum dewatering pump floater surface vibrator Sqm

including making groves and rough finish to surface as per in including levelling the

Raising Brick Masnoary chamber (In side dimension 600 mm x 850 mm) as per

requirment including removal and re fitting of chamber frame & cover at proposed

road level including all material and labour charges as per instruction given by in

charge enginneer.

Providing erecting and fixing double coated ISI water tank of required capacity

409 each with all necessary fittings and connection etc. complete on terrace litre

Supplying and fixing cat eye (Stimsonite) made out from Acrilo beau tile sterine

injection high compressed molding with reflector made of MMC (prismatic type of

size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with each unit

for fixing. (High Intensity grade)

Road marking with hot applied thermoplastic paints with reflectorizing glass beads

on bitumen surface providing and laying a hot applied thermoplastic compound

2.5 mm thick including reflectorizing 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

411 should provide luminance coefficient on cement road shall be min 130 smt

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

during the day time. The marking should meet the performance criteria for night

time reflectivity, wet reflectivity and skid resistance as mentioned in the section-15

of IRC 35- 2015. Warranty for the Retro reflectivity should be two years.

Providing and fixing plastic , rubber heavy duty speed breaker 500 mm length,

412 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.

Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes

suitable for potable water with ring fit joint including cost of rings, as per IS

specification no. 4985/1988 including all local and central taxes, transportation,

freight charges, octroi, inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing meterial etc. complete One

coupler / ring shall be provided with each full length pipe cost of which is included

in rates below.— Test Pressure 10 Kg/cm2--90 mm

Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes

suitable for potable water with ring fit joint including cost of rings, as per IS

specification no. 4985/1988 including all local and central taxes, transportation,

freight charges, octroi, inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing meterial etc. complete One

coupler / ring shall be provided with each full length pipe cost of which is included

in rates below.— Test Pressure 10 Kg/cm2--110 mm

Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes

suitable for potable water with ring fit joint including cost of rings, as per IS

specification no. 4985/1988 including all local and central taxes, transportation,

freight charges, octroi, inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing meterial etc. complete One

coupler / ring shall be provided with each full length pipe cost of which is included

in rates below.— Test Pressure 10 Kg/cm2--160 mm

Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes

suitable for potable water with ring fit joint including cost of rings, as per IS

specification no. 4985/1988 including all local and central taxes, transportation,

freight charges, octroi, inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing meterial etc. complete One

coupler / ring shall be provided with each full length pipe cost of which is included

in rates below.— Test Pressure 10 Kg/cm2--180 mm

Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes

suitable for potable water with ring fit joint including cost of rings, as per IS

specification no. 4985/1988 including all local and central taxes, transportation,

freight charges, octroi, inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing meterial etc. complete One

coupler / ring shall be provided with each full length pipe cost of which is included

in rates below.— Test Pressure 10 Kg/cm2--200 mm

Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes

suitable for potable water with ring fit joint including cost of rings, as per IS

specification no. 4985/1988 including all local and central taxes, transportation,

freight charges, octroi, inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing meterial etc. complete One

coupler / ring shall be provided with each full length pipe cost of which is included

in rates below.— Test Pressure 10 Kg/cm2--250 mm

Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes

suitable for potable water with ring fit joint including cost of rings, as per IS

specification no. 4985/1988 including all local and central taxes, transportation,

freight charges, octroi, inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing meterial etc. complete One

coupler / ring shall be provided with each full length pipe cost of which is included

in rates below.— Test Pressure 10 Kg/cm2--280 mm

Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes

suitable for potable water with ring fit joint including cost of rings, as per IS

specification no. 4985/1988 including all local and central taxes, transportation,

freight charges, octroi, inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing meterial etc. complete One

coupler / ring shall be provided with each full length pipe cost of which is included

in rates below.— Test Pressure 10 Kg/cm2--315 mm

Name of work: Construction & Repairing Work For Bareja Nagarpalika.

SCHEME : Government Grant/ Self Fund

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.Above Items Rates Put On Tender Rs. Above Items Rates

Add % Rs Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp With Signature Of

Chief Officer President

Bareja Nagar Palika Bareja Nagar Palika