Annual Rate of Construction Work of All Type Repairing & New Building Work At, Various Area of Kadodara Dist: Surat Under Self Fund/ Grant (Year 2026 27) (Second Call)

NAME OF WORK :- CONSTRUCTION WORK OF ALL TYPE BUILDING WORK

LOCATION:- VARIOUS AREA OF KADODARA TOWN

PERCENTAGE RATE TENDER

I. No. Description Qty. Unit Rate

1 Excavation for foundation up to 1.5 mt. depth including sorting out and

stacking of useful materials and disposing of the excavated stuff all lead. And

all strata 1.00 Cumt.

1.1 Excavation for foundation up to 1.5mt. to 3.00mt depth including sorting out

and stacking of useful materials and disposing of the excavated stuff all lead

and all strata 1.00 Cumt.

2 Demolition including stacking of serviceable materilas and disposal of

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

2.1 Demolition of Brick work and stone masonry including stacking of serviceable

materilas and disposal of unserviceable materials with all lead and lift.(ii) In

Cement Mortar. 1.00 Cumt.

2.2 Dismentling steel work including distempering and stacking the materials with

all lead and lift.

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

chowkhats architraves, holdfasts and other attachment etc. complete and

stacking them within all lead and lift.(i) Not exceeding 3 Sq.M. in area.

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

chowkhats architraves, holdfasts and other attachment etc. complete and

stacking them within all lead and lift.(ii) Exceeding 3 Sq.M. in area.

3 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal size) and curing complete excluding

cost of formwork in (A) Foundation and Plinth 1.00 Cumt.

4 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

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

including centering shuttering strutting and propping etc. Height of propping

and centering below supporting floor to ceiling not exceeding 4 M. and

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

(A) Foundations Footings Bases of Columns etc. and Mass concrete.

6 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 1.00 Cumt.

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

including centering shuttering strutting and propping etc. height of propping

and centering below supporting floor to ceiling not exceeding 4 M. and

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

(M) Staircase with sloping or stepped soffits including risers and

stringers excluding landing. 1.00 Sqmt.

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

crushed stone aggregates 20 mm nominal size) and curing complete

including cost of formwork in (A) Wall Caps / Coping 1.00 Cumt.

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

crushed stone aggregates 20 mm. nominal size) and curing complete

including cost of from work in : (a) Wall caps/copings 1.00 Cumt.

10 Providing and laying controlled cement concrete M.200 and exposed work

with curing etc. complete including the cost of formwork but excluding the cost

of reinforsement for R.C.C work in

10.1 (i) Slabs having more than 8 cm.Thickness 1.00 Cumt.

10.2 (ii) Slabs having more than 8 cm. And up to 10 cm. Thickness 1.00 Cumt.

10.3 (iii) Slabs having more than 10 cm. And up to 13 cm. Thickness 1.00 Cumt.

10.4 (iv) Slabs having more than 13 cm. And up to 15 cm. Thickness 1.00 Cumt.

11 Providing and laying controlled cement concrete M.200 exposed work with

curing etc. complete including the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in

(i) Having cross-sectional area 0.05 to 0.08 Sq.M 1.00 Cumt.

11.1 (ii) Having cross sectional area more than 0.08 Sqmt. and up to 0.12 Sqmt. 1.00 Cumt.

11.2 (iii) Having cross sectional area more than 0.12 Sqmt. and up to 0.18 Sqmt. 1.00 Cumt.

12 Providing and laying controlled cement concrete M.200 exposed work with

curing etc. complete including the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in

(i) Having cross-sectional area 0.05 to 0.08 Sq.M 1.00 Cumt.

12.1 (ii) Having cross sectional area more than 0.08 Sqmt. and up to 0.18 Sqmt. 1.00 Cumt.

12.2 (iii) Having cross sectional area more than 0.12 Sqmt. and up to 0.18 Sqmt. 1.00 Cumt.

13 Providing and laying Controlled cement concrete M-250 and exposed work

with curing etc. complete including the cost of formwork but excluding the cost

of reinforcement for R.C.C. work in :

(i) Having cross sectional area more than 0.050 Sqmt. and up to 0.08 Sqmt. 1.00 Cumt.

13.1 (ii) Having cross sectional area more than 0.08 Sqmt. and up to 0.12 Sqmt. 1.00 Cumt.

13.2 (iii) Having cross sectional area more than 0.12 Sqmt. and up to 0.18 Sqmt. 1.00 Cumt.

14 Providing and laying Controlled cement concrete M-250 and exposed work

with curing etc. complete including the cost of formwork but excluding the cost

of reinforcement for R.C.C. work in :

(i) Having cross sectional area more than 0.050 Sqmt. and up to 0.08 Sqmt. 1.00 Cumt.

14.1 (ii) Having cross sectional area more than 0.08 Sqmt. and up to 0.12 Sqmt. 1.00 Cumt.

14.2 (iii) Having cross sectional area more than 0.12 Sqmt. and up to 0.18 Sqmt. 1.00 Cumt.

15 Providing and laying ordinary cement concrete 1:2:4 (1- cement : 2- coarse

sand : 4- graded stone aggregates 20 mm. 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. 1.00 Cumt.

16 Providing and laying cement concrete 1:2:4 (1- cement : 2- coarse sand : 4-

graded stone aggregates 20 mm. Nominal size) for reinforced concrete

chhajjas not exceeding 10cm. thickness upto floor two level including finishing

the exposed surfaces with cement mortar 1:3 (1cement :3 fine sand) to give a

smooth and even surface centering and formwork and curing complete

excluding cost of reinforcement. 1.00 Cumt.

17 Providing IS Mark TMT FE-415 bar reinforcement RCC work including

bending & placing in position complete upto floor two level 1.00 Kg.

18 Filling available excavated earth (excluding rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20 cm. In depth consolidating each

deposited layer by ramming and watering. 1.00 Cumt.

19 Filling in plinth with sand under floors including watering ramming,

consoildating and dressing etc. complete 1.00 Cumt.

20 Brick work using common burnt clay building brick having crushing strength

not less than 35 Kg/Sqcm. in cement mortar 1:6 (1 cement : 6 fine sand) for

brick work in superstructure above plinth level up to any level. (B)

Conventional 1.00 Cumt.

21 (i) Half brick masonary in common brunt clay building brick having crushing

strength not lass than 35 Kg/Sqcm. in cement mortar 1:4 (1 cement : 4 coarse

sand) in super structure above plinth level up to any level (B) Conventional

22 Providing 15 mm thick cement plaster in single coat on fair side brick/concrete

wall for interior plastering up to floor two level finished even and smooth in

finishing with a floating coat of neat cement slurry. (i) cement Mortar 1:3 (1

cement : 3 Sand) 1.00 Sqmt.

23 20mm Thick Sand Faced cement plaster on walls upto height 10 meters

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

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

etc complete. 1.00 Sqmt.

24 Providing up to floor two level precast cement concrete jali or grill 1:2:4 (1-

cement : 2-coarse sand : 4-graded stone aggregate 6 mm normal size)

reinforced with 1.6 mm. diameter finishing in cement mortar 1:3 and curing

etc. complete. (e) 100 mm. thick 1.00 Sqmt.

25 Providing & fixing 35 mm. Thick shutters for doors, windows and clearstory

windows including Indian teak wood frames 12 cm. X 7 cm. Size including

black enamelled iron oxidise fixtures & fastenings including primer coat of

approved quality and two coats of oil paint etc. complete. (2) Fully panelled 1.00 Sqmt.

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

first class hard-wood with cross band and both face san mayka of plywood

face panels, including stainless steel butt hinges with necessary screws. (B)

Non-decorative type and black board core Stainless steel in flush door

shutters. (2) 35 mm. Thick 1.00 Sqmt.

27 Providing & fixing M.S. grills of required pattern to wooden frames of windows

etc. with M.S. flats at required spacing and frame all-round square or round

bars with round headed bolts and nuts or by screws. (A) Plain grill 1.00 Kg.

28 Providing & fixing in position collapsible steel shutters with vertical channels

20 x 10 x 2 mm braced with vertical channles 20 x 5 mm size with top and

bottom rails of T-Iron 40 x 40 x 6 mm with 38 mm dia steel pulleys complete

with bolts, nuts, locking arrangements, stoppers, handles including applying a

priming coat of Red lead paint 1.00 q

29 Providing and fixing window having extruded aluminium colour power coated

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 setion no. 8688@ wt.1.07Kg/Mt), vertical

member of size 92mm x 31.75mm x 1.50 Kg/mt) (of Jindal Section No.

8933@ wt. 1.06 Kg/mt) with sliding shutters of horizontal member size 40mm

x 18mm x 1.29mm (of Jindal section No. 8947@ wt of 0.456 kg/mt) Vertical

member of size 40mm x 18mm x 1.29mm (of Jindal section No. 8949@ wt of

0.456 kg/mt) with 5mm thick transparent bronze colour tinted float glass with

power coated aluminum fitting and fixing to frame as per derails etc.Complete

30 Applying priming coat of over new steel and other metal surface after and

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

other foreign mater and scoured with brushes fine steel wool, scrapers and

sand paper with ready mixed priming paint brushing red lead. 1.00 Sqmt.

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

surface with enamel paint, brusing interior to give an even shade including

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

dust and other foreign matter. 1.00 Sqmt.

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

manufacture on wall surfaces to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and

sand papered smooth. 1.00 Sqmt.

33 Finishing wall with weather proof exterior emulsion paint on wall surface (two

coats) to give an required shape even shade after throughly brushing the

surface to remove all dirt, and remains of loose powdered materials

etc.complete 1.00 Sqmt.

34 Providing and Laying 24" x 24" Vitrified 8 to 10mm th. In flooring, treads of

steps & landing laid on a bed of 20mm thick C.M. 1:6 (1 cement : 6 coarse

sand) finished with flush pointing in white or colour cement. Size 24" x 24"

Light Shade 1.00 Sqmt.

35 Providing and laying polished kota stone slab flooring over 20 mm (average)

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

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

rubbing and polishing etc. complete (A) 25 mm thick 1.00 Sqmt.

36 Providing and laying marbo Granite tiles 8mm to 10mm thick 24" x 24" in

flooring trads 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.

37 Providing and laying Colour Digital glazed tiles 6 mm Thick in flooring treads

of steps and landings laid on a Bed of 12 mm Thick cement mortar 1:3 (1

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

38 Providing and laying colour Digital glazed tiles 6mm thick in skirting riser of

steps and dedo on 10mm thick cement plaster 1:3 (1 cement :3 coarse sand)

and jointed with white cement slurry. Wall Tiles 1.00 Sqmt.

39 Providing and laying 40 mm. Thick marble chips flooring rubbed and polished

(I.e.terrazo) to gramolithic finish with under layer 30 mm. Thick cement

concrete 1:2:4 (1-cement : 2-coarse sand : 4-graded stone aggregate 10 mm.

And down gauge) and top layer 10 mm. thick with white black or white and

black marble chips of required sizes from 1 mm. to 4 mm. nominal size laid in

cement marble powder mix 3:1 (3 cement : 1 marble powder by weight) in

proportion of 4:7 (4 cement marble powder mix : 7 marble chips by volume)

(B) Light shade pigment with white cement (in top layer only) Terrace Floor

40 Providing and mixing Dr. Fixit water proofing material in cement concrete in

mix proportion recommended b the manufacturers. (0.18 Kg./1 Sqmt.) 1.00 Kg.

41 POINT WIRING :

Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm

(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand

copper wires up to 10 mtr length , in below type of pipe erected with 6A

Modular type switch / bell push & accessories and earth continuity of

following type, erected on PVC / Metallic/Wooden box, single mounting base

frame covered with textured/metallic/white front plate modules erected on / in

wall / ceiling as per pipe erected, with necessary Lamp holder/ceiling rose /

H.D.Connector as directed.(a) with medium class Rigid PVC pipe and

accessories erected flushed on wall/ceiling complete.Cat. III

42 Supplying Rotationally moulded HDPE storage tank of approved make incl. all

taxes transportation octroi etc. complete. A) Sintex Brand Quality Storage

Tanks (with inside lining)

(i) 500 Liter Capacity 1.00 No.

42.1 (ii) 1000 Liter Capacity 1.00 No.

42.2 (ii) 1500 Liter Capacity 1.00 No.

42.3 (iv) 2000 Liter Capacity 1.00 No.

42.4 (v) 2500 Liter Capacity 1.00 No.

42.5 (vi) 3000 Liter Capacity 1.00 No.

42.6 (vii) 4000 Liter Capacity 1.00 No.

42.7 (viii) 5000 Liter Capacity 1.00 No.

42.8 (ix) 6000 Liter Capacity 1.00 No.

42.9 (x) 7500 Liter Capacity 1.00 No.

42.10 (xi) 10000 Liter Capacity 1.00 No.

43 Providing and supplying in standard length ISI mark rigid unplasticsed PVC

pipes suitable for potable water with ringfit joint including cost of rings, as per

IS spacification no 4985/1988 including all local and central texes,

transportation, freight charges, octrio, inspecation charges, loading,

unloading, conveyance to the separtmental stores and including cost of

jointing materials etc. comp. Note :- One coupler / ring shall be provided with

each full length pipe cost of which is including in rates below.

(B) Test Pressure 10 Kg/cm2 (Only Astral/ Fenolax/ Prince/ Dutron Brand)

63mm Dia. PVC Pipe 1.00 Rmt

43.1 75mm Dia. PVC Pipe 1.00 Rmt

43.2 90mm Dia. PVC Pipe 1.00 Rmt

43.3 110mm Dia. PVC Pipe 1.00 Rmt

43.4 125mm Dia. PVC Pipe 1.00 Rmt

43.5 140mm Dia. PVC Pipe 1.00 Rmt

43.6 160mm Dia. PVC Pipe 1.00 Rmt

43.7 180mm Dia. PVC Pipe 1.00 Rmt

43.8 200mm Dia. PVC Pipe 1.00 Rmt

43.9 225mm Dia. PVC Pipe 1.00 Rmt

43.10 250mm Dia. PVC Pipe 1.00 Rmt

43.11 280mm Dia. PVC Pipe 1.00 Rmt

43.12 315mm Dia. PVC Pipe 1.00 Rmt

44 Providing and fixing to wall ceilling and floor 6.0 Kg.f/cm2 working pressure

polythene pipes of the following outside dia, Low density, complete with

special flange compression type fittings, wall clips etc. including making good

the wall ceilling and floor.(A) 20mm 1.00 Rmt

45 Providing and fixing Gun metal check or non-return full-way wheel value. (ii)

20mm dia 1.00 No.

46 Providing and fixing screw down bib taps of following size.

(C) Gun metal screw down bib tap.

15mm Dia. 1.00 No.

47 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. 1.00 No.

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

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

earthenware 550mm x 300mm 1.00 No.

49 Providing and fixing water closet Squtting pan [Indian type W.C. pan] size

580mm (Earthwork, bed concrete foot rests and trap to be measured and paid

for separately. (A) Vitreous China (i) Long pattern- colour 1.00 No.

50 Providing and fixing wash down water closet (European 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) (A) Vitreous china pattern : I (I) In colour 1.00 No.

51 Providing and fixing 100mm size "P" or "S" trap for water closet squatting pan

including jointing the trap with the pan and soil pipe in cement mortar 1:1 [1

cement: 1 coarse sand] [A] Viterous china 1.00 No.

52 Providing and fixing wash basin with single hole for pillar tap with C.I. or M.S.

brackets painted white including sutting holes and making good the same but

including fittings :) (A) Vitreous china (ii) Flat back wash basin 550mm x

400mm size (I) in colour. 1.00 No.

53 Providing and fixing C.P. Brass waste for washbasin or sink [A] 32mm dia 1.00 No.

54 Providing and fixing C.P. Brass shower rose with 15mm or 20mm inlet : (A)

100MM dia. 1.00 No.

55 Constructing brick masonry chamber for under ground C.I. Inspection

chamber and bends with bricks having crushing strength not less than

Kg/cm2 in cm. 1:5 C.I. Cover with frame (light duty) 455 mm. X 610 mm.

Internal dimensions, total weight of cover with frame to be not less than

Kgs. weight of cover 23 Kg. and wt. of frame 15 Kg) R.C.C. top slab with 1:2:4

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

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

finished smooth with a floating coat of neat cement on walls & abed concrete

etc. complete. (I) inside dimensions, 455 mm. 610 mm. And 450 mm. Deep

for single pipe line. 1.00 No.

56 Providing and fixing in position cowel went to pipes : (ii) 100 mm. Dia. 1.00 No.

57 (B) Providing sockpit of 5.00 Cum. volume including excavating and filling

brick bats with dry masonary at top for 45cm. height including covering the top

with stone including providing vatas in cement mortar 1:3 with finishing, curing

etc. comp. as directed. 1.00 No.

58 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar

1:1 including neat cement finishing watering etc. complete. 1.00 Rmt

59 (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 1.00 Cumt.

60 Providing and laying broken Chine Mosaic Flooring for Terrace using 12mm to

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

or slope and tobe tempered to bring mortar crème out upto surface using

white cement including rounding off juctions and extending them up to 15cm.

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

I/We am/are willing to carry out the work @ ________% Above / Below_____________Percentage (should be

writen in figures and words) of the Estimated rates mentioned above amount of my / our Tender works out as

Municipal Engineer

Stamp with Signature of Contractor Kadodara Nagarpalika

Chief Officer President

Kadodara Nagarpalika Kadodara Nagarpalika

Kadodara Kadodara