Annual Rate of Construction Work of All Type Building Work and C.C, R.C.C. Road and WBM With Paving Block Road Repairing and New Work

NAME OF WORK:- ANNUAL RATE OF CONSTRUCTION WORK OF ALL TYPE BUILDING WORK AND

C.C, R.C.C. ROAD AND WBM WITH PAVING BLOCK ROAD REPAIRING AND NEW WORK

LOCATION:- VARIOUS AREA OF SAVARKUNDLA CITY

PERCENTAGE RATE TENDER

I. No. Description Unit Rate

ALL TYPE BUILDING WORK, REPAIRING AND NEW WORK

1 Excavation for foundation up to 1.5 M Depth including sorting out and

stacking of useful materials and disposing of the excavated stuff up to

1.1 (A) Loose or soft soil Cum

1.2 (B) Dense or Hard soil Cum

1.3 (C) Hard Murrum Cum

1.4 (D) Soft rock not requiring Blasting Cum

1.5 (E) Hard Rock Cum

2 Filling available excavated earth,(Ecluding rock in trenches plinth, sides

of foundation etc)in layer not exceeding 20cm, in depth consolidating

each depo sited layer by ramming and watering. Cum

3 Filling in plinth with sand under floors including watering remming

consolidating and dressing etc. complete. Cum

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

20 cm. thickness including wetering ramming and consolidating

etc,complete. Cum

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

6 Machine cut stone aggregate 40mm nominal size) and curring

complete excluding cost of formwork in (a) Foundation and plinth

6 Providing and laying cement concrete 1:4:8 (1 cement, :4 coarse sand, :

8 Machine Cut stone aggregate 40 mm norminal size) and curring

complete excluding cost of form work (A) Foundation and plinth.

7 Providing and laying cement concrete 1:3:6 (1 cement, :3 coarse sand, :

6 crushed stone aggregate 20 mm norminal size) and curring complete

including cost of form work in (A) Wall caps / coping. Cum

8 Providing and laying cement concrete 1:5:10 (1 cement, :5 coarse sand,

: 10 machin Cut stone aggregate 40 mm norminal size) and curring

complete including cost of form work in (A) Foundation and plinth.

9 Providing and laying cement concrete 1:2:4 (1 cement, 2 coarse sand,

: 4 graded stone aggregate 20 mm nominal size) and curring complete

excluding cost of form work in (A) Foundation and plinth and (B)

Independent piers, columns and pillers upto floor two level

10 Providing and laying cement concrete work 1:2:4 (1 cement , 2 coarse

sand,: 4graded stone aggregate 20mm nominal size) and curring

complete including cost of form work but excluding reinforcement for

reinforced concrete wrok in. (A) Foundation footings, base or

columns and mass concrete Cum

11 Providing and laying cement concrete 1:2:4 (1 cement, :2 coarse sand, ;

4 graded stone aggregate 20mm nominal size) for reinforced concrete

chajjah not exceeding 10 CM thickness up to floor two level including

finishing the exposed surface with cement mortar 1:3 (1 cement,:3 fine

sand) to give a smooth and even surface centering and formwork and

curing complete excluding cost of rein forcement. Cum

12 Providing throating or plaster dripand moulding to R.C.C. chajja Meter

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

13 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 6 mm

nominal size) reinforced with 1.6 mm Dia mild steel wire including

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

13.1 50mm Sqmt.

13.2 40mm Sqmt.

13.3 25mm Sqmt.

13.4 75mm Sqmt.

13.5 100mm Sqmt.

14 Providing precast cement concrete Door Frame in 1:2:4 Mix (1 cement, :

2 coarse sand, :4 Graded stone aggregate 6 mm nominal size)

reinforced with 1.6 mm Dia mild steel wire including roughening cleaning

fixing and finishing in wall in cement mortar 1:3 and curing complete. Sqmt.

15 Providing precast cement concrete Window Frame in 1:2:4 Mix (1

cement, : 2 coarse sand, :4 Graded stone aggregate 6 mm nominal

size) reinforced with 1.6 mm Dia mild steel wire and M.S.Grill of 10mm

dia Square bar with design in lessthan 10cm distance in vertical bar

including roughening cleaning fixing and finishing in wall in cement

mortar 1:3 and curing complete. Sqmt.

16 Extra for providing and mixing water proofing material in cement In liters or

concrete mix proporions recommended by the manufacturers. Kg per

17 Providing and laying controlled cement concrete M.-150 and curing

complete including the cost of form work and reainforcement for

reainforced concrete work in

17.1 (A) Foundation footing base of columns and mass concrete, Cum

17.2 (B) Wall from top of foundation level up to floor level, Cum

17.3 (C) Slabs, Landing,Shelves,Balconies Lintels, Breans Girders and

canti level up to floor two level, Cum

17.4 (D) Columns, Pillars, posts and struts up to floor two level, Cum

17.5 (E) Staircase up to floor two level Cum

17.6 (K) Vertical and Horizontal fins up to floor two level Cum

18 Providing and laying controlled cement concrete M.-200 and curing

complete including the cost of form work but excluding reainforcement

for reainforced concrete work in.

18.1 (A) Foundation footing base of columns and mass concrete, Cum

18.2 (B) Wall from top of foundation level up to floor level, Cum

18.3 (C) Slabs, Landing,Shelves,Balconies Lintels, Breans Girders and

canti level up to floor two level, Cum

18.4 (D) Columns,Pillars, posts and struts up to floor two level, Cum

18.5 (E) Staircase up to floor two level Cum

18.6 (K) Vertical and Horizontal fins up to floor two level Cum

19 Providing and laying ordinary cement concrete 1:2:4 (1 cement , :2

coarse sand 4graded stone aggregate 20 mm nominal size) and

finishing and smooth with curing etc. complete including the cost of

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

19.1 (i) Slabs up to 8 Cm thickness Cum

19.2 (ii) Slabs Having more than 8cm and up to 10cm. Thickness Cum

19.3 (ii) Slabs Having more than 10cm and up to 13cm. thickness Cum

19.4 (iv) Slabs Having more than 13cm and up to 15cm. thickness Cum

20 Providing and laying ordinary cement concrete 1:2:4 (1 cement, :

coarse sand, ;4 greded stone aggregate 20mm nominal size) for R.C.C

lintel including finishing smooth with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement. Cum

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

21 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

finishing smooth with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement for R.C.C work in (A)

BEAMS : (i) Having cross-section area 0.05 to 0.08 Sqm Cum

21.1 (ii) Having cross-section area 0.08 to 0.12 Sqm Cum

21.2 (iii) Having cross-section area 0.12 to 0.18 Sqm Cum

21.3 (B) COLUMNS: (i) Having cross-section area 0.05 to 0.08 Sqm Cum

21.4 (ii) Having cross-section area 0.08 to 0.12 Sqm Cum

21.5 (iii) Having cross-section area 0.12 to 0.18 Sqm Cum

22 Extra rate for using polyester fiber (12mm) with triangular of equivalent

cross section with specific gravity 1.35 to 1.40 (as a secondary 1Packet of

reinforcement) in concrete of any grade at the rate of 125 gms per 50 kg 125gms

of Cement consumption.

23 Brick work using burnt clay building brick having crushing strength not

less than 35 Kg./Sq.cm in foundation and plinth in cement mortar 1:5 (1

Cement, :5 fine sand ) (A) Modular Cum

23.1 (B) Conventional Cum

24 Extra for brick work in superstructure above plinth level up to floor two

level (A) Modular Cum

24.1 (B) Conventional

25 (i) Half brick masonary in common burnt clay building brick having

crushing strength not less than 35 Kg.Sq.cm in cement mortar 1:4 (1

cement ,:4 coarse sand) in foundation and plinth (A) Modular Sqmt.

25.1 (B) Conventional

26 (i) Uncoursed rubble masonary with hard stone of approved quality in

foundation and plinth in cement mortar 1:6 (1 cement, :6 coarse sand)

Including levelling up etc.complete Cum

27 White sotne bela masonary work in partition wall upto 15 Cm thickness

in cement mortar 1:4 (1 cement, ;4 coarse sand. Sqmt.

28 White Stone Bela mesonry block in course in superstructure with stone

of approved quality in Lime Mortar 1:5 (1-Cement :5- course sand)

including packing the joints etc. complete. cu.m

29 Brick work using common burnt clay building bricks having crushing

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

Mortar 1:5. (1-Cement: 5-fine sand) (C) Fly Ash Bricks Cum

30 (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 Sqmt

31 Precast concrete block masonary (Including quion block, jamb block,

closer etc)with solid concrete blocks of approved size made of cement

concrete 1:3:6 mix (1 cement, ;3 coarse sand, ;6 graded stone

aggregate 20 mm and down grede)in foundation and plinth in cement

mortar 1:6. Cum

32 Extra of masonary work with precast concrete block in superstructure

above plinth up to floor two level Cum

33 Precast concrete block masonary in patition walls 10 cm. thick solid

block of approved size (including quoin block, jamb block, closer etc)

made of C.C.1:3:6 (1 cement.;3 coarse sand;6 graded stone aggregate

20mm and down gauge) Sqmt.

34 Providing and laying hollow block masonry 90 mm thick using hollow

concrete blocks IS 2185 (Part-I ) grade B (5.0) with Cement Mortar 1:4

laying in perfect line level and plinth preparing grading the joints incl. the

cost of scaffolding and curing etc. (A) Block masonry in 1:1:8 cement

lime mortar Sqmt.

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

34.1 Providing and laying hollow block masonry 140 mm thick using follow

blocks masonry IS 2185 (Part-I ) grade B (5.0) with Cement Mortar 1:4

laying in parfect line level and plint propering groding the jaints ind. the

cast of seaffolding and quiring etc . (A) Block masonry in 1:1:8 cement

lime mortar Sqmt

34.2 Providing and laying hollow block masonry 190 mm thick using follow

blocks masonry IS 2185 (Part-I ) grade B (5.0) with Cement Mortar 1:4

laying in perfect line level and plint propering groding the jaints ind. the

cast of seaffolding and quiring etc (A) Block masonry in 1:1:8 cement

lime mortar Sqmt

35 Providing formwork of ordinary timber plabkings so as to give a rough

finish including centring shuttering struting and propping etc. height of

propping and centering below supporting floor to ceiling not exceeding

4m and removel of the same for cast in sity reinforced concrete and

plain concrete work in.(A) Foundation, footings, base of column etc. and

mass concrete, Sqmt.

35.1 (B) (i) Flat surfaces such as soffits of supspened floors slabs

Landings and the like Floor etc. up to 200 mm in thickness, Sqmt.

35.2 (ii)Floor etc.above to 200 mm in thickness, Sqmt.

35.3 (C) Vertical surface such as walls (any thickness) partitions and the

like including attached buttresses & string course & the like., Sqmt.

35.4 (G) Columns, pillars post and strusts 1] Squa rerectangular

polygonalin plam, Sqmt.

35.5 [2] Circular or curved in plan Sqmt.

35.6 (H) [1] Sides and soffits of beams, beam haunchings, cantilever,

girders bressumers and lintel not exceeding 1 m in depth

35.7 [2] Sides and soffits of beams, beam haunchings, cantilever,

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

35.8 (I) Edges of slabs and breaks in floor and wall, Sqmt.

35.9 (K) Small surface such as cantilever ends brackets and ends of

staps caps and base to pliasters and columns and the like Sqmt.

35.10 (L) Chullah hoods weather shades chajjas corbles etc. including

edges. and Sqmt.

35.11 (M) Staircases with sloping or stepped soffits including risers and

stringer excluding landing. Sqmt.

36 Providing wood work in frams of doors windows, clerestory windows and

other similar works wrought framed and fixed in position.(A) Indian teak

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

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

38 Providing wood work in frames of false ceiling partitions etc. swan and

put up in position (A) Indian teak wood Cu.Dm.

39 Providing and fixing flush door shutters solid core constructions with

lami nated frame of first class hardwood with crossband and face

veneer or plywood face panels including anodised alluminium butt

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

board core anodised aluminium butt hinges in flush door shutter

(2) 25mm thick to 35 mm thick work completed & design by Ein-

charge-Engineer including both sides lamination unit 0.80mm th.

ounimica seat and fixing with required all accessories like a aldrop, tadi,

handel etc. as per direction of Engineer-in-chage Sqmt.

40 Extra for using bright finished m.s. piano hinges of (a) nicket piano

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

41 Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP

shutter with wood grain raised panneled design finish shutter having

extra reinforcement on sides & edges in Gel coat finish. The core of the

shutter & frame is to be filed up with injected polyurethene foam done in

situ alongwith embedded wooden pieces for stiffening & also taking

hinges & fintures. The whole FRP frame & shutter is to be water proof

weather proof, termite proof & resistance to mild acid/alkali. Rates are to

be inclusive of S.S hinges with fastener sleeve & alluminium fixtures &

fastenings. Sqm

42 Providing and fixing FRP frame size 100x50 mm and 28mm thick FRP

depress panel shutter having extra reinforcement on sides & edges in

Gel coat finish. The core of the shutter & frame is to be filed up with

injected fire retardant grade polyurethene foam done in situ alongwith

embedded wooden pieces for stiffening & also taking hinges & fintures.

The whole FRP frame & shutter is to be water proof weather proof,

termite proof & resistance to mild acid/alkali. Rates are to be inclusive of

S.S hinges with necessary screws & alluminium fixtures & fastenings &

fastener sleeve. Sqm

43 Providing and fixing M.S.Grills required pattarn to wooden frames

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)

43.1 (B) Oranamental grill Kg

44 Providing and fixing window having extruded aluminum Colour anodized

section frame main outer size 95mm x 24mm x 1.17mm (of Jindal

Section no:2459 @ wt.of 0.738 Kg/mt), horizontal Three track member

size 92mm x 31.75mm x 1.30mm (of Jindal Section no:8688,@ Wt.1.07

Kg/mt), vertical member of size 92mm x 31.75mm x 1.50mm (of Jindal

Section no:8933,@ Wt. 1.06 Kg/mt) with sliding shutters of horizontal

member size 40 mmx18mm x1.29mm (of Jindal Section no:8947@ wt.of

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

Jindal Section no:8949 @ 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 Sqmt.

45 Providing and fixing window having extruded aluminum Colour anodized

section frame main outer size 63.50 x 38.10 x 1.95 mm(of Jindal Section

no:4605,@ Wt 1.094 Kg/Rmt), horizontal two track member size

mm x 31.75 mm x 1.20mm (of Jindal Section no: 8687 @ wt.of

Kg/mt), vertical member of size 61.85 mm x 31.75mm x 1.30 mm (of

Jindal Section no:8758 @ wt.of 0.0.659 Kg/mt) with sliding shutters of

horizontal member size 40mm x 18mm x 1.29mm (of Jindal Section

no:8949 @ wt.of 0.456Kg/mt), vertical member of size 40mm x 18mm x

1.29mm (of Jindal Section no:8947 @ wt.of 0.456Kg/mt/ Section

@ Wt. 0.457 Kg/mt) with 5 mm thick transparent bronze colour tinted

float glass with powder coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame as per details etc

complete for window.

46 Providing and fixing standared extruded of alluminium section of size

63.50 x 38.10 x 1.95 mm(of Jindal Section no:4605, @ Wt 1.094Kg /

Rmt with colour anodized alluminium frame with 5 mm thick transparent

bronze colour tinted float glass with colour anodized alluminium frame

for ventilation with 5 mm thick frosted glass as details etc complete

for.window Sqmt.

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

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

hoisting fixing In position and applying a priming coat of red lead paint

(A) In beams and joists channels angles tees, flats with connecting

plates or angle cleats as in main and cross beams hip and jack rafters,

purlins connected to common rafters and the like. Qtl

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

48 Steel work welded in built up sections framed work including cutting

hoisting fixing In position and applying a priming coat of red lead paint

(A) In beams and joists channels angles tees, flats with connecting

plates or angle cleats as in main and cross beams hip and jack rafters,

purlins connected to common rafters and the like Qtl

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

49 Providing and fixing in position collapsible steel shutters with vertical

channels 20x10x2mm braced with Flat iron diagon 20x5mm size with

top and bottom rails of T-Iron 40x40x6 mm with 38 mm dia steel pullps

complete with bolts, nuts locking arrangements, stoppers handles

including applying a priming coat of red lead paint. Sqmt

50 Providing and fixing 1mm thick M.S. sheet sliding sutters withframe and

diagonal braces of 40 x 40 x 6mm angle iron 3.15mm M.S. gussrt plates

at junctions and corners 25mm dia pully 40x40x6mm angle and T-Iron

guide rail at top and bottom respectively with hanldles stoppers and

loking arrangement etc, inlcluding applying priming coat of red lead

51 Providing and fixing roling shutters of approved make made 0f 80mm

wide M.S. Laths iner-locked together through their length and jonted

logether at the ends by and lokes mounted on specially designed pipe

shaft with bracket plates, guide chanels and arrangements for inside

and outside locking with push pul operation complete including the cost

of hood cover and spring (A) Shutters having width below & above

3.5 meters Sqmt

52 Providing and laying colour Digital glzed tiles 6mm thick in flooring

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

(1 cement :3 course sand finished with flush pointing in white cement Sqmt

53 Providing and laying Colour Digital glazed tiles 6mm thick in skrting

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

3-coarse sand) and jointed with white cement slurry Sqmt

54 Providing and laying coloured glazed tiles of the size 300 mm x 200 mm

x 8 mm / 300 mm x 450 mm x 8 mm in skirting, risers of steps and dedo

on 10 mm. thick cement plaster 1:3 (1 cement : 3 coarse sand) & jointed

with white cement slurry. Sqm

55 Providing and laying marble stones slab flooring over 20mm (average)

thick base cement mortar 1:6 (1 cement :6 course sand) on laid and

jointed with grey cement slurry including rubbing and polished complete

(A) Marble slab 25mm thick Sqmt

56 Providing and laying polished kota stone slab flooring over 20mm

(average) thick base cement mortar 1:6 (1 cement:6 course sand) on

laid over and jointed with grey cement slurry including rubbing and

polished complete (A) kota slab 25mm thick Sqmt

56.1 30mm thick Sqmt

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

steps dado and pillers laid 10mm thickcement mortar 1:3 (1 cement :3

course sand) and jointed with grey cement slurry including rubbing and

polished complete Sqmt

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

58 Providing and laying rough chiseled dressed stone flooring over 20mm

thick base of cement mortar 1:5 (1cement :5 course sand) including

pointing with cement mortar1:2 (1cement :2 ston dust) etc.complete (A)

25mm thick Sqmt

58.1 (B) 40mm thick Sqmt

59 Providing and laying cement concrete flooring 1:2:4 (1 cement :2 course

sand : 4 graded stone aggregate 20mm nominal size) laid in one layer

finished with a floating coat of neat cement (A) 40mm thick

59.1 (B) 50mm thick Sqmt

60 Providing and laying cement concrete pavment (25mm to 50mm thick)

with 1:2:4 (1 cement :2 course sand)4 stone aggregate 20mm nominal

size including finishing with a floating of neat cement complete Sqmt

61 Providing and laying 20mm thick precast cement concrete tile with

aggregate of size upto 6mm laid in floor,tread of steps and landings on

20mm thick bed of cement mortar 1:6 (1 cement :6 coarse sand) jointed

with neat cement slurry pigment to match the shade of tiles complete

with precast tiles of (C) Dark sade using ordinary cement

62 Providing and laying chequered precast concrete tile 22mm thick with

aggregate of size upto 6mm laid in floor,tread of steps and landings on

20mm thick bed of C.M. 1:6 (1 cement :6 coarse sand) jointed with neat

cement slurry pigment to match the sade of tiles Sqmt

63 Extra for rubbing & polishing the precast C.C. tiles for flooring with C.M.

1:6 including finishing the joints flush curing etc. complete. Sqmt.

64 Providing and laying 24" x 24" vitrified 8mm thick tile flooring over 20mm

(average) base of cement mortar 1:6 (1- cement, 6-coarse sand) on new

surface or fixing on existing flooring by adhesive material including

dismentalling of existing floooring and jointing with colour cement slurry

including finished with flush pointing and cleaning the surface etc.

complete. For Light shade, Dark shade and Antiskid shade (Double

Charge Neno Technology) Sqmt

65 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 (I) Cement mortar 1:3 (1 cement:

65.1 (III) Cement mortar 1:6 (1 cement : 6 sand) Sqmt.

66 Providing 20mm thick cement plaster in single coat on half brick wall for

interior plastering up to floor two level finished even and smooth in (I)

Cement mortar 1:3 (1 cement: 3 sand) Sqmt.

67 (III) Cement mortar 1:6 (1 cement : 6 sand) Sqmt.

68 Extra over finishing with a floating coat of neat cement slurry Sqmt.

69 (A) Extra over providing and mixing water proofing materials in cement per bag of

mortar in proporation recommended by the manufacture 50kg of

70 Extra over plastering on ceiling and soffits of stair upto floor two level per bag of

instead of plastering on wall 50kg of

71 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-

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

sand) etc. complete. Sqmt.

72 Extra over for pointing on walls on the outside at night more than

metres from ground level for every additional height of 5 metres or part

73 Providing cement vata (10 cm x 10 cm size quarter round in cement

mortar 1:1 including neat cement finishing wateng etc. complete RMT

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

74 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 8 mm thick top coat of cement mortar 1:2 (1 Cement :

Coarse sand) finished with trovel including scaffolding curing etc.

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

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

mortar drops and other foreign matter. Sqm

76 Colour washing with lime on wall surface (one coats) to give an even

shade including throughly brooming the surface to loose scales of lime

wash and other foreign matter. Sqm

77 Distempering with dry distemper of approved brand and a manufacture

(two coats) and of required shade on undercorated wall surface to give

an even shade, over and including a priming coat of whiting after

thoroughly brooming the surface free from mortar dropping and other

foreign matter Sq.m.

78 Distempering with dry distemper of approved brand and a manufacture

(one coats) and of required shade on dercorated wall surface to give an

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

dirt,loose placess of scales including preparing the surface even and

sand papered smooth Sq.m.

79 Extra over for every subsequent coat of disempering with dry distemper

of approved brand and manufacture Sq.m.

80 Extra over for distemepring with dry distemper on ceilings and slopings

81 Extra over distempering with dry distempering on ceiling and sloping

82 Distempering (two coats) with oil bound distemper of approved brand

and manufacture and or required shade on undecorated wall surface to

give an even shade over and including a priming coat with distemper

primer of approved brand and manufacture after thoroughly brushing the

sureface free from mortar dropping and other foreign matter and also

including preparing the surface even and sand papered smooth

83 Distempering (Two coats) with oil bound washable distemper of

approved brand and manufacture and or required shade on undecorated

wall surface to give an even shade over and including a priming coat

with alkali resistance primer of approved brand after thoroughly brushing

the sureface free from mortar dropping and other foreign matter and

also including preparing the surface even and smooth

84 Distempering (one coats) with oil bound washable distemper of

approved brand and of required shade on decorated wall surface to give

an even shade after thoroughly brushing the sureface clean of all

grease,dirt loose places of scales and also including distempering with

oil bound washable for preparing the surface even and smooth Sq.m.

85 Extra over for every subsequent coat of approved brand and

manufacture Sq.m.

86 Extra over distempering with oil bound washable distember on ceiling

and sloping roofs Sq.m.

87 Extra over dfor every subsequent coat of diatempering on ceiling and

slopping roofs Sq.m.

88 Finishing wall with water proofing cement paint on undecorated wall

surface (two coat) to give an approved brand and manufactures and of

required shape even shade after thoroughly brushing the surface to

remove all dirts, and remains of loose powdered material Sq.m.

89 Extra over for every subsequent coat of water proofing cement paint of

approved brand and manufature Sq.m.

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

90 Extra over for finishing with cement paint on ceiling and slopping roofs Sq.m.

91 Extra over for every subsequent coat of finishing with cement pain on

celing and slopping roofs. Sq.m.

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

and manufacture on undecorated wall surface to give an evenshade

including thoroughly brushing the surface free from mortar droping and

other foreign matter and sand papered smooth. Sq.m.

93 Extra over for subsequent coat of wall painting with plastic emulsion pain

of approved brand Sq.m.

94 Extra over for painting with plastic emulsion paint of approved brand

ceilling and slopping roofs Sq.m.

95 Extra over for every subsequent coat of painting with plastic emulsion

paint on ceilling and slopping roofs Sq.m.

96 Applying priming coat over new steel and other metal surface afteover

and including preparing the surface by thoroughly cleaning oil, greas,dirt

and other foregin matter and scoured With enamel paintm brushing,

interior to give an even shade including cleaning cleaning the surface an

even shade including cleanicn the surface of all dirt, dust and other

foreign matter. Sq.m.

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

surface with enemal paint brushing interior to give an even shade

including cleaning the surface an even shade including cleanicn the

suface of all dist and other foreign matter. Sq.m.

98 Painting One coats (excluding priming coat) on Previously painted steel

and other metal surface with enamel paint brushing interior to give an

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

foreign matter Sq.m.

99 Extra over for every subsequent coat of paint Sq.m.

100 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

101 Painting one coats (excluding priming coat) on previously 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

102 Extra over items 19 and 21 for every subsequent coat of paint Sq.m.

103 Applying priming coat over new wood and wood based surface after

including preparing the surface by thoroughly cleaning oil, greas,dirt and

other foregin matter sand a papering and knotting (B) Ready Mixed

paint,brushing wood primer pink and Sq.m.

(C) Ready Mixed paint,brushing priming for enemal Sq.m.

104 Extra over for every subsequent coat of priming coat. (B) Ready Mixed

paint,brushing wood primer pink and Sq.m.

(C) Ready Mixed paint,brushing priming for enemal Sq.m.

105 Painting two coats excluding priming coat on new wood and wood based

surface with enemal paint interior to give an even shade including

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

papering and stopping Sq.m.

106 Painting one coats (excluding priming coat) on previosly painted wood

and wood based surface with enamel paint give an even shade including

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

107 Extra over for every subsequent coat of paint Sq.m.

108 Painting two coats (excluding priming coat) on new wood bassed

surface with ready mixed paint brushing oil gloss semi gloss to give an

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

foreign matter sand papering and stopping Sq.m.

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

109 Finishing wall with weather proof exterior emulsion paint on wall surface

(two coats) to give an required shape even shade after thoroughly

brushing the surface to remove all dirt, and remains of loose powdered

materials.etc complete sqm

110 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. sqm

111 Demolation and disposal or unserviceable materials with all lead and lift

(i) Lime concrete and Cu.m.

(ii) Unreinforced cement concrete Cu.m.

112 Demolation including stacking of serviceable material and disposal or

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

113 Demolation of brick work and stone masonary including stacking of

serviceable material and disposal or unserviceable materials with all

lead and lift (i) In Lime mortar. Cu.m.

114 (ii) In cement mortar Cu.m.

115 Demolation of terrace including stacking of serviceable material and

disposal or unserviceable materials with all lead and lift (i) Brick tile

116 Dismentaling tiled of stone floors laid in mortar including stacking of

serviceable materilas and disposal of unserviceable materials with all

lead and lift. sq.m

117 Dismentling of wood floors including stacking of serviceable material

and disposal or unserviceable materials with all lead and lift sq.m

118 Dismentling of sheet roofing including ridge hips valleys, gutter etc.

stacking of serviceable material and disposal or unserviceable materials

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

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

stacking of serviceable materilas and disposal of unserviceable

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

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

including chowkhats, architraves holdfast and others attachment etc.

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

sq.m. in area Each

121 (ii) Exceeding 3 sq.m. in area Each

122 Dismentling barbed wire in fencing including making rools and also

including dismantaling fencing posts including all earth work concrete in

base and making good the distrubed ground stacking usefull materials

as directed and disposing of the unserviceable materials with all lead

123 Dismentling sanitary fiting like washbasin W.C. pan Indian and

European type flushing tank etc. including staking the materials with all

lead and lift Each

124 providing erecting fixing double coated syntex of equivalent PVC (ISI)

Mark waater tank of required Capacity each with all necessary fittings &

connection etc.complete on terace Per letter

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

surface even (with hand scraping) sq.m

126 Removing and scraping of old deteriorated plaster of any thickness

fromm wall/ R.C.C member including stacking of serviceable material

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

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

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

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

primer all complete as per the structural designs and directions of

Engineer in charge. kg

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

128 Providing and fixing Rajula stone 75mm thick 60mm x 45mm size

including fixing in cement mortar as directed. Smt

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

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

130 Providing and fixing 1.20 meter high fencing with 2.0 meter long m.s.

angleposts 40mm x 40mm x 6mm and oil painting 3 coats fixed at

mt. C/C with five horizontal lines and two diagonals of galvanised steel

barbed wire weighing 9.38 K.G. per 100 meter strained and fixed to

posts in ground with 0.5m x 0.5m x 0.5m Block in cc 1:5:10 etc.

131 Contruction of B.B. masonary paniyara 23cm x 75cm wall and 15cm x

15cm curbing including fixing precast R.C.C. marble mosaic (terrazo

slab of 75mm thickness on top and smooth finishing in cement plaster in

c.m. 1:3 curing etc. complete including drainage out water arrangement Rmt.

132 A-Water Supply

[A] Tubes and fitings

Providing and fixing to wall ceilling and floor galvanised mild steel tubes

(Medium grade) of the following nominal bore, tube fiting and clamps

including making good the wall, ceilling and floor

132.1 [A] 15mm Meter

132.2 [B] 20mm Meter

132.3 [C] 25mm Meter

132.4 [D] 32mm Meter

132.5 [E] 40mm Meter

132.6 [F] 50mm Meter

133 Providing and laying in trenches galvanised mild steel tubes [Medium

grade] of the following nominal bore, and tube fitting [Earth work in

trenches tobe meaured and paid for separately

133.1 [A] 15mm Meter

133.2 [B] 20mm Meter

133.3 [C] 25mm Meter

133.4 [D] 40mm Meter

133.5 [E] 65mm Meter

133.6 [F] 80mm Meter

134 Providing and fixing to wall ceilling and floor 6-0 kg F/Cm2 working

pressure poluthelene pipes of the following outside dia low dencity

complete with special flage compression type fittings, wall clips, etc.

including making good the wall ceilling and floor

134.1 [A] 20mm Meter

134.2 [B] 25mm Meter

134.3 [C] 32mm Meter

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

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

complete with special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.

135.1 [D] 40mm Meter

135.2 [E] 50mm Meter

(F) 75 mm Meter

135.3 [G] 110mm Meter

136 Providing and fixing water closet Squtting pan [ Indian type W.C. Pan

[size 580mm] earthwork, bed concrete foot rest and trep to be measured

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

137 Providing and fixing wash down water closet Europen type W.C. pan]

with integral P or S trap including jointing the trap with soil pipe in

cement mortar 1:1 [1 cement : 1 fine sand] seat and cover to be

measured and paid for separately [A] Viterous china pattern (i) in

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

138 Providing and fixing 100mm size P or S tap for water closet squatting

pan including jointing thgh trap with the pan and soil pipe in cement

mortar 1:1 [1 cement: 1 coarse sand]

[A] Viterous china Each

139 Providing and fixing 12.5 liters low level flushing cistern with a pair of C.I.

or mild brackets complete with fitting such as lead value less syphon

15mm nominal size brass ball value with polythene flote C.P. brass

handle unions and coupling for connection with intel, outlet and overflow

pipes, 40mm dia porcelain enamelled flush bend including cutting holes

in walls and making good the same connecting the flush bend with

cistern and closet [overflow pipe to be measured and paid for separately

[A] Viterous china [i] In colour Each

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

M.S. brackets painted white including cutting holes and making good the

same but excluding fittings [A] Vitreous china [ii] Flat back

washbasin 550mm x 400mm size [i] In colour Each

141 Providing and fixing kitchen sink with C.I. of M.S. brackets painted white

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

fitting [C] Vitreous china sink (i) 600mm x 450mm x 150mm siz Each

142 Providing and fixing C.P. Brass waste for washbasin or sink

142.1 [A] 32mm dia Each

142.2 [B] 40mm dia Each

143 Providing and fixing screws down bib tapes of following size [A] Brass

screw down bib tap polished bright

143.1 (i) 15mm dia Each

143.2 (ii) 20mm dia Each

144 [B] Brass chromium plated screw down bib tap

144.1 (i) 15mm dia Each

144.2 (ii) 20mm dia Each

145 [C] Gun metalr screw down bib tap

145.1 (i) 15mm dia Each

145.2 (ii) 20mm dia Each

146 Providing and fixing tap captan head screw down high pressure with

screws and back nuts

146.1 [A] 15mm dia Each

146.2 [B] 20mm dia Each

147 Providing and fixing brass screw down stop tap

147.1 [A] 15mm dia Each

147.2 [B] 20mm dia Each

147.3 [C] 25mm dia Each

148 Providing and fixing gun metal chek or non-return fullway wheel value

148.1 [A] 15mm dia Each

148.2 [B] 20mm dia Each

148.3 [C] 25mm dia Each

148.4 [D] 32mm dia Each

148.5 [E] 40mm dia Each

149 Providing and fixing chromium plated brass half turn fluch cock of

approved quality including fixing in pipe line etc. complete

149.1 [i] 20mm dia Each

149.2 [ii] 25mm dia Each

149.3 [ii] 32mm dia Each

150 Providing and fixing of approved quality including connection the urinal

wite waste pipe, trap etc. complete

[A] White earthenware flate back or corner type size 430mm x 260mm x

151 Providing and fixing urinal of approved quality including connection with

trap and with integral logitudinal flush pipe

[A] Squating plate pattern white earthenware 550mm x 300mm Each

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

152 Providing and fixing C.I. manhole cover 0.60m x 0.45m size having

weight not less than 35kg Each

153 Providing and laying [two level or slopes] and jointing with stiff mixture of

cement mortar in proporation 1:1 Salt glazed stoneware pipes following

nominal internal diameters including testing of pipes and joints complete

153.1 [A] 100mm dia Metre

153.2 [B] 150mm dia Metre

154 Providing and laying cement concrete 1:5:10 [1 cement 5 fine sand

graded stone aggregate 40mm nominal size] bedding for stoneware

pipes of following internal diametar with necessary from work and curing

154.1 [A] 100mm dia [112mm Avg Bed Thickness Metre

154.2 [B] 150mm dia [166Avg. Bed Thickness Metre

155 Providing and laying jointing and pointing with stiff mixture of cement

mortar 1:1 [1cement 1 fine sand] 150mm internal diameter salt glazed

stoneware half round channels Metre

156 Providing and fixing S.W. gully trap with C.I gratting brick masonry

chamber and water tight C.I. cover with frame of 300mm x 300mm siza [

inside ] with standard weight

156.1 [A] 100mm x 100mm size P type Each

156.2 [B] 150mm x 100mm size-p or R type Each

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

trap [ standard pattern the weight of cover to be not less than 4.53kg]

158 Constructing brick masonry road gully chamber 500mm x 450mm x

600mm including 500mm x 450mm C.I. horizontal grating with frame

159 Constructing brick masonry road gully chamber 450mm x 450mm x

775mm with vertical grating chamber Each

160 Constructing masonry for under ground C.I. Inspection chamber and

bends with bricks having crushing strength not less then 35kg/cm2 in

cm 1:5 C.I.cover with frame [light dutty] 455mm x 610mm internal

dismasions total weight of cover with frame to be not less than 38kg [wt.

of cover 23kg. and wt. of frame 15kg] R.C.C. top slab with 1:2:4 mix [1

cement :2 course sand :4 grade stone aggregate 20mm size] foundation

concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3

finished smooth with a floating coat of neat cement on walls and bed

concrete etc. complete [i] Inside diamensions 455mm x 610mm and

450mm deep for single pipe line, Each

160.1 [ii] Inside diamensions 500mm x 700mm and 450mm deep for pipe

line with one or two inlets Each

160.2 [iii] Inside diamensions 600mm x 850mm and 450mm deep for pipe

line with three or more inlets. Each

161 Extra over for every additional depth of 0.1 m or part therof beyond

450mm depth for brick masonry chamber [i] For 455mm x 610mm

161.1 [ii] For 500mm x 700mm size Each

161.2 [ii] For 600mm x 850mm size Each

162 [A] Providing sock pit of 2.0 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 Each

163 [B] Providing sock pit of 5.0 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 Each

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

164 Earthwork for embankment including breking clods dressing with all lead

and lift (Excluding watering and consolidation)(B) From borrow area

within 0.5k.m lead. Cu.m.

(C)FromBorrow area within 1.0 Km.lead

(D)FromBorrow area within 2.0 Km.lead

(E)FromBorrow area within 3.0 Km.lead

165 Rolling of earthwork in layers with power roller including filling in

depressions which occur during the process. Cu.m.

166 Watering of earth work as directed. Cu.m.

167 Dismantling the existing structure including removing and stacking the

dismantled materials as and where directed [A] R.C.C Work Cu.m.

167.1 [A] Rubble masonary Cu.m.

168 Providing and casting in-situ ordinary cement concrete M-150 for

average 75 m thick wearing cost laid as directed including temping

vibrating finishing curing and filling in joints with bitumen complete Cu.m.

169 Providing and casting in-situ ordinary cement concrete M-200 for

average 75 m thick wearing cost laid as directed including temping

vibrating finishing curing and filling in joints with bitumen complete Cu.m.

170 Providing and casting in-situ ordinary cement concrete M-150 for

kerb/kerb block including formwork curing and dinishing complete Cu.m.

171 Providing and casting in-situ ordinary cement concrete M-200 for

kerb/kerb block including formwork curing and finishing complete Cu.m.

172 Providing and placing in position FE 415 TMT bar reinforcement for

following items including cutting bending hooking and tying complete as

per detailed drawing. M.T.

173 Providing & Fixing precast benches in C.C. 1:2:4 (1 cement :2 sand :

coarse aggregate) having size of 1.37 x 0.45 0.45 Mt. and thickness of

0.065 mtr. Fixed on stand of size 0.65 x 0.50 x 0.10 Mt. with C.C. 1:2:4

(1 cement : 2 sand : 4 coarse aggregate) & applying white cement layer

with chequared design with different type synthetic colour finishing &

fixing granite stone name plate and finishing & fixing as per instruction

174 Providing and fixing standared extruded of alluminium section of size

63mm x 38.10mm x 1.2mm (Jindal Section :2434, @ Wt. 0.643 Kg/mt)

with colour Powder Coated alluminium frame for ventilation with 5 mm

thick frosted glass as details etc complete for Ventilation Sqmt.

175 Operating and Working With JCB As per the Instruction of Nagarpalika

Including All operational Costs Such as Fuel, Transportaion, Driver, Etc

all Complete Hrs.

176 Operating and Working With JCB with breaker As per the Instruction of

Nagarpalika Including All operational Costs Such as Fuel,

Transportaion, Driver, Etc all Complete Hrs.

177 Loading and Unloading along with Trip And Operating With Tractor

Trolly As per the Instruction of Nagarpalika Including All operational

Costs Such as Fuel, Transportaion, Driver, Etc all Complete Trip

178 Loading , Unloading And Operating With Tractor Trolly For One day (8

hrs) As per the Instruction of Nagarpalika Including All operational Costs

Such as Fuel, Transportaion, Driver, Etc all Complete Day

179 Supplying and Spreading Operating with Tractor As per the Instruction

of Nagarpalika Including All operational Costs Such as

Fuel,Transportaion, Driver,Etc all Complete Trip

180 As per the Instruction of Nagarpalika Removing Existing Paving/Rajula

stone Flooring Over Manholes, Opening Frame and Cover and Cleaning

Manhole Including Removing of Wastage and Loading it to Tractor and

Disposing It to Farm as Manure Along with Refitting of Paving/Rajula

Stone Including All operational Costs Such as Fuel, Transportaion, Trip for

Driver, Etc all Complete Tractor

181 Supplying of Healthy Labour As per the Instruction of Nagarpalika Person

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

182 As per the Instruction of Nagarpalika, Suppling and Fitting of Rajula

bella stone over the existing sewage at the given Location and Including

all charges Complete av. 3" thick Sqmt.

183 As per the Instruction of Nagarpalika, Suppling and Fitting of Pre cast,

Pre Tensile and Pre Sress RCC 50mm Thick RCC Cover and Placing

over the existing manhole at the given Location and Including all

charges Complete Sqmt.

184 As per the Instruction of Nagarpalika, Suppling and Fitting Granite

Frame over Windows and Doors of any Thickness (Max Thickness 1 Ft) Running

at the given Location and Including all charges Complete. Foot

185 As per the Instruction of Nagarpalika, Suppling and Fitting Panty Marble

Frame Cutting with Moulding over Windows and Doors of any

Thickness (Max Thickness 1 Ft) at the given Location and Including all Running

charges Complete. Foot

186 Masonary work using Aerated light weight concrete block having

crushing strength not less than 35 kg/sqcm for super structure above

plinth level upto floor two level in cement mortar 1:5 ( 1 cement : 5 fine

sand ) complete as per Technical Specification cu.m

187 Providing and laying broken chine mosaic flooring for terrace using

mm to 20 mm broken pieces of glazed tiles to be laid over cement

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

out upto surface using white cement including rounding off junctions and

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

acid etc. as directed. Sqm

188 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 Sqm

189 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) 0.80mm thick

190 Providing and Fixing 6mm thick Lexan Polycarbonate multi wall roofing

sheet fixed with hilti screw and rubber silicon sealer and alluminium strip

of size 50 x 3 mm etc complete as directed by Engineer in charge.

191 Grinding, Polishing and rounding of edges of glass or glazing sheets.

192 Providing and laying Vitrified tiles 8 to 10mm 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

C.C, R.C.C. ROAD AND WBM WITH PAVING BLOCK ROAD REPAIRING AND NEW WORK

193 Filling available excavated earth,(Ecluding rock in trenches plinth, sides

of foundation etc.)in layer not exceeding 20cm, in depth consolidating

each depo sited layer by ramming and watering. Cum

194 Filling in plinth with sand under floors including watering remming

consolidating and dressing etc.complete. Cum

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

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

Machine cut stone aggregate 40mm nominal size) and curring complete

including cost of formwork in (a) Foundation and plinth Cum

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

Machine cut stone aggregate 40mm nominal size) and curring complete

including cost of formwork in (a) Foundation and plinth Cum

197 Providing and fixing M.S.Grills required pattarn to wooden frames

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)

197.1 (B) Oranamental grill Kg

198 Demolation and disposal or unserviceable materials with all lead and lift

(i) Lime concrete and (ii) Unreinforced cement concrete

199 Demolation and disposal or unserviceable materials with all lead and lift

(ii) Unreinforced cement concrete Cu.m.

200 Demolation including stacking of serviceable material and disposal or

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

201 Demolation of brick work and stone masonary including stacking of

serviceable material and disposal or unserviceable materials with all

lead and lift (ii) In cement mortar Cu.m.

202 Demolation of terrace including stacking of serviceable material and

disposal or unserviceable materials with all lead and lift (i) Brick tile Sq.m.

Dismentling the or stone floors laid in mortar including stacking of

serviceable material and disposal or unserviceable materials with all sq.m

204 lead and liftand fixing C.I. manhole cover 0.60m x 0.45m size having

weight not less than 35kg Each

205 Providing and laying jointing and pointing with stiff mixture of cement

mortar 1:1 [1cement 1 fine sand] 150mm internal diameter salt glazed

stoneware half round channels Metre

206 Constructing masonry for under ground C.I. Inspection chamber and

bends with bricks having crushing strength not less then 35kg/cm2 in

cm 1:5 C.I.cover with frame [light dutty] 455mm x 610mm internal

dismasions total weight of cover with frame to be not less than 38kg [wt.

of cover 23kg. and wt. of frame 15kg] R.C.C. top slab with 1:2:4 mix [1

cement :2 course sand :4 grade stone aggregate 20mm size] foundation

concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3

finished smooth with a floating coat of neat cement on walls and bed

concrete etc. complete [i] Inside diamensions 455mm x 610mm and

450mm deep for single pipe line, Each

206.1 [ii] Inside diamensions 500mm x 700mm and 450mm deep for pipe

line with one or two inlets Each

206.2 [iii] Inside diamensions 600mm x 850mm and 450mm deep for pipe

line with three or two inlets Each

207 Earthwork for embankment including breking clods dressing with all lead

and lift (Excluding watering and consolidation)(A) From Borrow pits

within land width Cu.m.

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

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

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

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

Rolling of earthwork in layers with power roller including filling in

depressions which occur during the process. Cu.m.

209 Watering of earth work as directed. Cu.m.

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

210 Earthwork for embankment including breking clods dressing with all lead

and lift and including watering rolling and consolidation of subgrade in

layers at O.M.C. to required dry destiny including fillings the depression

which occur durring the process using power roller 8t to 10t.(A) From

Borrow pits within land width Cu.m.

210.1 (B) From Borrow area within 0.5KM. lead

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

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

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

211 Earthword in cutting in all sorts of soil and soft murrum including

conveying and spreding the stuff embankment as znd where directed

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

212 Earthword in cutting in all sorts of soil and soft murrum including

conveying and putting the stuff in spoil bank maintaning minimum

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

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

base for road work including removing the excavated stuff and

despositing on the road side slope as directed up to all lead and all

214 Supplying of crushed stone aggregates, chippings etc.of Machine Cut

stone of 40mm size free of disintegrated pieces, deleterious and organic

matter (for butumen surface dressing etc.) and grading as per I.R.C.

Code all lead and lift

214.3 [vii] 6mm Cu.m.

215 [i] supplying of murrum/binding material all lead and lift Cu.m.

216 Supplying of Stone Dust all Lead:and all lift Cu.m.

217 Supplying premoulded bitumimous joint filler

217.1 [i] 12mm thick Sq.m.

217.2 [ii] 20mm thick Sq.m.

217.3 [iii] 25mm thick Sq.m.

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

interstices to required camber and gradient

218.1 [i] 40mm to 63mm size agreegate [HB] Cu.m.

218.2 [ii] 25mm to 50mm size crushed stone Cu.m.

218.3 [iii] chipping varying from 6mm to 25mm size Cu.m.

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

camber and gradient as directed.[i] murrum and [ii] sand

220 Rolling and consolidation of soiling including filling in depression which

occur durating the process with power roller Sq.m.

221 Rolling and consolidation water bound macadam [Except laterite and

kankar] including watering not exceeding 150mm thickness [main layer

including filling in depresion which occur during the process [B] with

power roller Sq.m.

222 Providing and laying M.S. side rail of road thickness with necessary nut

bolt plates, fixing as per width,applying plate vibrator,electric or diesel on

channal. comp. with V.D. system (Trimix) by using the all nessesory

equipment and material and machinery, such as running creed vibrator

on prelaid M.S. channel for levelling vaccume pupms, floating and power

trovelling etc.comp. Sq.m.

223 Providing and fixing junction bord of precast R.C.C. as per standard

I.R.C. design including fixing in C.C.1:4:8 block with necessary

excavation painting figuring and lettering on board etc. complete. Each

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

224 Providing and laying rubble for apron [each stone weighting not lesser

than 40kg] including hand packing and filling in the interstics with quarry

225 Providing and filling trenches of Labour charges-Excavator in rocky

strata with ordinary cement concrete M-75 Cu.m.

226 Providing and casting in-situ ordinary cement concrete M-150 for

average 75 m thick wearing cost laid as directed including temping

vibrating finishing curing and filling in joints with bitumen complete Cu.m.

227 Providing and casting in-situ controled cement concrete M-150 for

average 75 m thick wearing cost laid as directed including temping

vibrating finishing curing and filling in joints with bitumen complete Cu.m.

228 Providing and casting in-situ ordinary cement concrete M-200 for

average 75 m thick wearing cost laid as directed including temping

vibrating finishing curing and filling in joints with bitumen complete Cu.m.

229 Providing and casting in-situ controlled cement concrete M-200 for

average 75m thick wearing cost laid as directed including temping

vibrating finishing curing and filling in joints with bitumen complete Cu.m.

230 Providing and cast in-situ ordinary cement concrete M-200(1:1.5:3) for

average 20cm thick wearing coat/c.c. pavement as directed in approved

fixed side formwork of steel channel including vibrating by screed-needle

vibrator and finishing by plate vibrator and finished in continuous

operation including providing of contraction joint at every 4.00mtr. and

expansion joint at interval of 40mtr. applying debonding strips, bitumen

primer, bituminous sealant and curing etc. complete. and including cost

of admixtures Melamine Base/ Naphthalene Base using 1.5 Kg. per

Cement Bage Cu.m.

231 Providing TMT Bar FE 415 reinforcement for R.C.C. work including

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

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

including bending, binding and placing in position complete upto floor

233 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 60mm thick with grade of concrete M-300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 75 mm Sand/stone dust/greet

layer for levelling and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete. Sq.m.

234 Providing and fixing 80mm thick Interlocking type coloured cement

concrete M-300 paver block (Gray cement based rubble moulded laker

finished) of approved shape and design for footpath with 150mm

average thick fine sand filing. Them includes levelling by using vibrating

compaction machine compulsory. Item includes all materials, labour,

equipments, etc. complete including the cost of fine sand as directed by

the engineer-in-charge. (40Mpa strength) Sq.m.

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

cement mortar 1:1 including neat cement finishing, watering etc.

236 Operating and Working With JCB As per the Instruction of Nagarpalika

Including All operational Costs Such as Fuel, Transportaion, Driver, Etc

all Complete Hrs.

237 Operating and Working With JCB with breaker As per the Instruction of

Nagarpalika Including All operational Costs Such as Fuel,

Transportaion, Driver, Etc all Complete Hrs.

238 Loading and Unloading along with Trip And Operating With Tractor

Trolly As per the Instruction of Nagarpalika Including All operational

Costs Such as Fuel, Transportaion, Driver, Etc all Complete Trip

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

239 Loading, Unloading And Operating With Tractor Trolly For One day (8

hrs) As per the Instruction of Nagarpalika Including All operational Costs

Such as Fuel, Transportaion, Driver, Etc all Complete Day

240 As per the Instruction of Nagarpalika Removing Existing Paving/ Rajula

stone Flooring Over Manholes, Opening Frame and Cover and Cleaning

Manhole Including Removing of Wastage and Loading it to Tractor and

Disposing It to Farm as Manure Along with Refitting of Paving/Rajula

Stone Including All operational Costs Such as Fuel, Transportaion, Trip for

Driver, Etc all Complete Tractor

241 Supplying of Healthy Labour As per the Instruction of Nagarpalika Person

242 As per the Instruction of Nagarpalika, Suppling and Fitting of Rajula

bella stone over the existing sewage at the given Location and Including

all charges Complete Sqmt.

243 As per the Instruction of Nagarpalika, Suppling and Fitting of Pre cast,

Pre Tensile and Pre Sress RCC 50mm Thick RCC Cover and Placing

over the existing manhole at the given Location and Including all

charges Complete Sqmt.

244 Tracing of old Manhole all type No.

245 Tracing of House Chamber all type No.

246 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. Sqmt.

248 Scarifying gravelled macadam or bitumen macadam surface 6 cm to

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

off remaining stuff. Sqm

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

250 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 Hectare

251 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile

sterine injuction high compressed molding with reflector made of MMC

(prismatic type of size 12cm x 6cm x 2.5cm) provided with bituminous

adhesive 100g. with each unit for fixing. (High Intensity grade)

252 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. No.

253 (2) B type depth 1.50 Metre for 150mm diameter sewer. No.

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

0.1M. or Part thereof over item No.62 (I) for depth from 0.9M to 1.5M. No.

255 Labour work For Refitting of Paving Block and Completing work with

finishing and proper base of paving block, levelling the Road.etc Sqmt.

256 Providing and casting in situ controlled cement concrete M-150 for

Kerb/kerb blocks including formwork curing and finishing, complete. Cumt

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

257 Providing and casting in situ controlled cement concrete M-200 for Kerb/

kerb blocks including formwork curing and finishing, complete Cumt

258 Providing and supplying ISI Standard R.C.C. pipes in standard lengths

of following class and diameter suitable for either collar joints or rubber

ring joints including all taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete. (IS - 458/ 1989) Note : One

collar should be supplied with each full length plain ended RCC pipe,

cost included in rates below. One rubber ring should be supplied with

each full length socketed pipe, cost included in rates below. 10.1 (D)

Class NP-3 Test Pressure 0.7 kg/Sqcm. 150mm dia Rmt

258.1 200mm dia Rmt

258.2 250mm dia Rmt

258.3 300mm dia Rmt

258.4 350mm dia Rmt

258.5 400mm dia Rmt

258.6 600mm dia Rmt

258.7 700mm dia Rmt

258.8 900mm dia Rmt

258.9 1200mm dia Rmt

259 Providing and constructing Sewer manholes, scraper manholes and unit

house connection chamber, as per the type design in brick masonary in

C. M. 1:5 and outsice plastering in C. M. 1:3 necessary 100mm coping

with reinforcement in R.C.C.M.200 fixing C. I. steps and fixing manhole

frame and covers (But excluding supply of manhole frame and covers)

over manholes and house connection chambers and fixing Manhole

covers (but excluding supplying of manhole covers) over scraper

manhole etc. complete, providing and fixing safety chain wherever

necessary as per the stipulations in the type desing comp. as per latest

CPHEEO manual (incl excavation) a) Manhole type 'A' - Circular,

having inside diameter of 1200mm for depth up to 1.50m (For

mm to 500mm dia. sewers). 1. Manhole type "A" as above but upto

259.1 b) Manhole type 'B' - Circular, having inside diameter of 1500mm

and for depth from 1.50m to 4.0m (For 150 mm to 600mm dia.

sewers). 1. Manhole type "b" as above but upto 1.5m depth

260 Providing and constructing rectangular brick masonary chamber for

house connection as per type design in brick masonary in C. M. 1:3

including M-100 in foundation M-150 in benching inside plastering in C.

M. 1:3 and outside plastering in C. M. 1:3 coping in M200 and fixing

RCC precast manhole frame and covers, but Excl. supply of manhole

and cover etc. complete excl. excavation. Nos

261 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at

store or at site of work precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing including cost of

reinforcement M.S. Angles or Flate, curring mold work etc. Heavy Duty

Frame Suitable for 50cm opening of MH Nos

261.1 Cover Suitable for 50cm opening of MH

261.2 House Connection Chamber Light Duty Frame

262 Providing and supplying in standard length ISI mark rigid unplasticised

PVC pipe suitable for potable water with ringfit joint including cost of ring

as per IS specification no. 4985/1988 including all local and central

taxes, transportation, freight charges, octrol, inspection charges,

loading, unloading conveyance to the departmental stores and incl. cost

jointing material etc. complete Test Pressure 10 Kg/cm² 90mm dia Rmt

262.1 110mm dia Rmt

262.2 160mm dia Rmt

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

263 Lowering, laying and jointing R. C. C. pipes with gasket joint of following

diameters in proper position, grade and alignment as directed by

Engineer-in-charge including conveyance from stores to site of work,

labour, giving hydraulic testing as per ISI code, etc complete including

cost of jointing materials..150mm dia Rmt

263.1 200mm dia Rmt

263.2 250mm dia Rmt

263.3 300mm dia Rmt

263.4 350mm dia Rmt

263.5 400mm dia Rmt

263.6 600mm dia Rmt

263.7 700mm dia Rmt

263.8 900mm dia Rmt

263.9 1200mm dia Rmt

264 Lowering, laying and jointing PVC pipes and specials of following class

and diameter includind coat of converyance from store to site of works

including cost of labour, material, cement solvent, giving satisfactory

hydraulic testing as per ISI code. 90mm dia Rmt

264.1 110mm dia Rmt

264.2 160mm dia Rmt

265 Refilling the pipe line trenches including ramming, watering,

consolidating & disposal of surplus stuff as directed within a radius of

I/We am/are willing to carry out the work @ ________% Above / Below in word ...........................

.................................................................................... Percentage (should be writen in figures and words) of

the Estimated rates mentioned above amount of my / our Tender works out as under.

Stamp with Signature of Contractor Engineer

Savarkundla Nagarpalika

Chief Officer President

Savarkundla Nagarpalika Savarkundla Nagarpalika

Savarkundla Savarkundla

Contrator Sign with Stamp Engineer Chief Officer President