CONSTRUCTION OF COMPOUND WALL, APPROCH C.C. ROAD, AND STORAGE ROOF AT TARASAMIYA MOX MANDIR, TARASAMIYA AT BHAVNAGAR.

Item Quantities Item Description Estimated Rates Unit Total Amount

1 Providing and laying in position Ready Mixed M-250 grade

concrete for reinforced cement concrete work, using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying, excluding the

cost of centring shuttering finishing and reinforcement

including cost of admixtures in recommended proportions as

per IS: 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and durability Rupees One Thousand

as per direction of the Engineer-in-charge. Without Fly Ash Three Hundred Sixty

(Min cement level as per latest IS 456 shall be maintained) To One and Forty Eight

carry a safe working load not less than specified, excluding the Paise

cost of steel reinforcement but including the cost of boring

with bentonite solution and the length of the pile to be

embedded in pile cap etc. all complete. (Length of pile for

payment shall be measured up to the bottom of pile cap): For

450 mm dia. pile for all inclusive Labour & materials etc.

2 Excavation for foundation up to 3.00 m depth including sorting Rupees Three Hundred

out and stacking of useful materials and disposing off the Eighty Nine and Fifty

excavated stuff up to any lead and any kind soil Eight Paise

3 Providing, Supplying and Laying Rubble Stone Soiling for Rupees Nine Hundred

Foundation Base as per directed by Engineer-in-charge & as Sixty Three and Fifty

per Specifications and preparing surface complete. Four Paise

4 Filling available excavated earth (excluding rock) in trenches. Rupees One Hundred

plinth, sides of foundations etc. in layers not exceeding 20 cm. Thirty Seven and Forty

in depth consolidating each deposited layer by ramming and Seven Paise

86.02 watering. 137.47 Cum

5 Filling in foundation and plinth with murrum or selected soil in Rupees Three Hundred

layers of 20cm. thickness including watering, ramming and Four and Sixty Paise

consolidating etc. complete.

6 Providing and laying cement concrete 1:3:6 (1-Cement : 3- Rupees Three Thousand

coarse sand : 6- hand broken stone aggregates 40 mm One Hundred Six and

nominal size) and curing complete excluding cost of formwork Sixty Seven Paise

in (A) Foundation and Plinth

7 Providing and laying controlled cement concrete M.250 and Rupees Five Thousand

curing complete excluding the cost of formwork and Six Hundred Twenty

reinforcement for reinforced concrete work in (C) RCC Column and Ninety Six Paise

22.33 Footings 5620.96 Cum

8 Providing and laying controlled cement concrete M.250 and Rupees Five Thousand

curing complete excluding the cost of formwork and One Hundred Forty One

reinforcement for reinforced concrete work in (C) RCC Column and Four Paise

1.39 up to plinth level 5141.04 Cum

9 Providing and laying controlled cement concrete M.250 and Rupees Five Thousand

curing complete excluding the cost of formwork and Six Hundred Eighty Two

reinforcement for reinforced concrete work in (C) Plinth Beam and Thirty Two Paise

10 Providing and laying controlled cement concrete M250 and Rupees Seven Thousand

curing complete excluding the cost of formwork and Six Hundred Thirteen

reinforcement for reinforced concrete work in (C) RCC Column and Sixty Paise

11 Providing and laying controlled cement concrete M.250 and Rupees Five Thousand

curing complete excluding the cost of formwork and Five Hundred Sixty Four

reinforcement for reinforced concrete work in (C) Floor Beam and Fifty Three Paise

12 Providing laying Controlled cement concrete M-250 and curing Rupees Six Thousand

complete including the cost of form work and excluding cost of Two Hundred Sixty and

reinforcement for reinforced concrete work in : RCC lintel Ninety Nine Paise

13 Providing laying Controlled cement concrete M-250 and curing Rupees Seven Thousand

complete including the cost of form work and excluding cost of Five Hundred Forty

reinforcement for reinforced concrete work in : RCC Slabs, Three and Sixty Nine

Landings & Chhaja Paise

14 Providing TMT Bar FE 500D reinforcement for R.C.C. work Rupees Seventy Seven

including bending, binding and placing in position complete up and Twenty Nine Paise

to floor two level

15 Steel work welded in built up sections framed work including Rupees Ten Thousand

cutting, hoisting fixing in position and applying a priming coat Four Hundred One and

of red lead paint. Four Paise

(D) In trusses and trussed purlins, up to 25m. span and 15m.

16 Providing corrugated G.I. sheet of class-3 roofing fixed with Rupees Seven Hundred

galvanized iron J or L Hooks, Bolts and nuts 8mm diameter Thirty Four and

with bitumen and G.I. limpet washer or G.I. limpet washer. Nineteen Paise

filled with white lead complete excluding the cost of purlins,

Rafters and Trusses. (1) 0.80 mm thick sheet.

17 Providing and fixing of wall ceiling and floor 10.0 kg. F/cm2 Rupees Two Hundred

working pressure polythene pipes of the following outside dia. Fifty Eight and Twenty

Low density, complete with special flange compression type Three Paise

fittings, wall clips etc. including making good the wall ceiling

16.00 and floor. (G) 110mm 258.23 Rmt

18 Brick work using common burnt clay building bricks having Rupees Four Thousand

crushing strength not less than 35 kg./Sq.Cm. in Cement Five Hundred Ninety

Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional for Nine and Sixteen Paise

Foundation or Super Structure

19 Providing 15mm thick cement plaster in single coat on Rough Rupees One Hundred

(Similar)side of single or half brick walls for interior plastering Seventy Six and

up to floor two level and finished even and smooth in (ii) Fourteen Paise

Cement mortar 1:4 (1-cement :4-sand)

20 Providing 20mm thick cement plaster in single coat on single Rupees Two Hundred

or half brick walls for interior plastering up to floor two level Twenty Four and Two

and finished even and smooth in (ii) Cement mortar 1:4 (1- Paise

cement :4-sand)

21 Providing M-250 controlled cement concrete road using trimix Rupees Six Thousand

providing and fixing & removing of "C" channel having required Four Hundred Fourteen

size as per required level slope and thickness of concrete and and Fifty One Paise

levelling and finishing the concrete using surface vibrator,

power floater and trowel light brooming on as directed.

including making expansion joint of size 20 X 110 mm & filling

the expansion joint using Coplar 200 as per manufactures

specification by cutting of joint using concrete cutter machine

22 Providing and fixing rolling shutters of approved make made of Rupees Three Thousand

80 mm wide M.S. laths inter-locked together through their Five Hundred Fifty Four

entire length and jointed together at the ends by end locks and Forty Paise

mounted on specially designed pipe shaft with bracket plates,

guide channels and arrangements for inside and outside

locking with push-pull operation including the cost of hood

cover and spring etc. complete. (A) Shutters having width

23 Finishing wall with weather proof exterior emulsion paint on Rupees Eighty Four and

wall surface (two coats) to give an required shape even shade Eighty Two Paise

after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered materials. Etc complete

24 Applying priming coat over new steel and other metal surface Rupees Thirty Seven

after and including preparing the surface by thoroughly and Sixty Two Paise

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.

25 Painting two coats (excluding priming coat) on new steel and Rupees Ninety Four and

other metal surface with enamel paint, brushing, interior to Thirty Nine Paise

give an even shade including cleaning the surface an even

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

foreign matter.

26 Providing and fixing glazed louvered glass windows and Rupees Four Thousand

ventilators with teak wood frame 10cm. x 7cm. Size including Two Hundred Two and

3 coats of oil painting to wood work etc. complete. Twelve Paise

27 Applying Two coats of Birla or Asian Acrylic Lappy (putty) and Rupees Forty and Sixty

two coats of primer of approved brand and manufacture on Paise

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.

28 Wall painting (two coats) with plastic emulsion paint of Rupees Seventy Eight

approved brand and manufacture on undecorated wall surface and Ninety One Paise

to give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign matter

and sand papered smooth

Renovation of Bathroom and New UGWT

27 Removing and scraping of old deteriorated plaster of any Rupees Twenty and

thickness from wall / R.C.C member including stacking of Thirty Seven Paise

serviceable material and disposal of unserviceable from site of

work with all lead and lift

28 Demolition including stacking of serviceable materials and Rupees One Thousand

disposal of unserviceable materials with all lead and lift. (i) One Hundred Eight and

R.C.C. work Twelve Paise

29 Excavation for foundation up to 3.00 m depth including sorting Rupees Three Hundred

out and stacking of useful materials and disposing off the Eighty Nine and Fifty

excavated stuff up to any lead and any kind soil Eight Paise

30 Filling available excavated earth (excluding rock) in trenches, Rupees One Hundred

plinth, sides of foundations etc. in layers not exceeding 20 cm. Thirty Seven and Forty

In depth consolidating each deposited layer by ramming and Eight Paise

5.10 watering 137.48 Cum

31 Filling in foundation and plinth with murrum or selected soil in Rupees Three Hundred

layers of 20cm. thickness including watering, ramming and Four and Sixty Paise

consolidating etc. complete.

32 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Rupees Three Thousand

Coarse sand : 4-graded stone aggregates 20 mm nominal size) Eight Hundred Twenty

and curing complete excluding cost of formwork in (A) Four and Eleven Paise

Foundation and Plinth

33 Providing laying Controlled cement concrete M-250 and curing Rupees Four Thousand

complete including the cost of form work and excluding cost of Four Hundred Seventy

reinforcement for reinforced concrete work in : Raft Slab and Twenty Six Paise

34 Providing and laying controlled cement concrete M250 and Rupees Six Thousand

curing complete including the cost of formwork and excluding Seven Hundred Fifty

the cost of reinforcement for reinforced concrete work in (B) Seven and Ninety One

Wall, From top of foundation level up to floor two level Paise

35 Providing laying Controlled cement concrete M-250 and curing Rupees Seven Thousand

complete including the cost of form work and excluding cost of Five Hundred Eighty

reinforcement for reinforced concrete work in : RCC Slabs & Eight and Thirteen Paise

36 Providing TMT Bar FE 500D reinforcement for R.C.C. work Rupees Seventy Seven

including bending, binding and placing in position complete up and Twenty Nine Paise

to floor two level

37 Providing and laying white glazed tiles 6mm thick in flooring Rupees Eight Hundred

treads of steps and landing laid on a bed of 12mm thick Eighty Nine and Twenty

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

flush pointing in white cement.

38 Providing and laying white glazed tiles 6mm thick in skirting Rupees Nine Hundred

risers of steps and Dedo on 10mm thick cement plaster 1:3 (1- Twenty One and

cement : 3-coarse sand) and jointed with white cement slurry Seventy Three Paise

39 20mm thick sand faced cement plaster on walls up to 10 Rupees Three Hundred

meter above ground level consisting of 12mm thick backing Fifty and Fifty Eight

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

finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

40 Providing 15mm thick cement plaster in single coat on rough Rupees Two Hundred

(Similar) side of single or half brick walls for interior plastering and Nine Paise

up to floor two level and finished even and smooth in (i) C.M.

1:3 (1-cement : 3- sand)

41 Providing 10mm thick cement plaster in single coat on Rupees One Hundred

brick/concrete walls for interior plastering up to floor two level Seventy Five and Eighty

and finished even and smooth in (i) C.M. 1:3 (1-cement : 3- Paise

42 Finishing wall with base coats of wall primer of approved Rupees One Hundred

brands and above weather proof exterior emulsion paint Thirty Eight and Sixty

on wall surface (Two coats) to give an required shape even Seven Paise

shade after thoroughly brushing the surface to remove all dirt,

and remains of loose powdered materials etc. complete

43 Applying Two coats of Birla or Asian Acrylic Lappy (putty) and Rupees Forty and Sixty

two coats of primer of approved brand and manufacture on Paise

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.

44 Wall painting (two coats) with plastic emulsion paint of Rupees Eighty Four and

approved brand and manufacture on undecorated wall surface Eighty Two Paise

to give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign matter

and sand papered smooth

45 Painting two coats (including priming coat) on new steel and Rupees One Hundred

other metal surface with enamel paint, brushing, interior to Thirty Two and Two

give an even shade including cleaning the surface an even Paise

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

6.48 foreign matter. 132.02 Sqm

46 Providing and laying broken China mosaic flooring for terrace Rupees Seven Hundred

using 12 mm to 20 mm broken pieces of glazed tiles to be laid Seventy Nine and

over cement mortar 1:3 to plain or slope and to be tempered Seventy Paise

to bring mortar crème out up to surface using white cement

including rounding off junctions and extending them up to

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

47 Providing and fixing Gun metal check or non-return full way Rupees Six Hundred

wheel valve. (E) 40mm Dia Sixty Three and Forty

48 Providing and fixing screw down bib taps of following size : (A) Rupees One Hundred

Brass screw down bib tap polished bright (I) 15mm dia. Eighty Six and Eighty

49 Constructing brick masonry chamber for underground C.I. Rupees Three Thousand

Inspection chamber and bends with bricks having crushing Six Hundred Sixty and

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with Seventy Five Paise

frame (Light duty) 455mm x 610mm internal 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 slab with

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

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

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

with a floating coat of neat cement on walls and bed concrete

etc. complete. (ii) Inside dimensions 500mm x 700 mm and

450mm deep for pipe line with one or two inlets.

50 Providing Erecting and fixing coated PVC. (ISI) water tank of Rupees Three and

required capacity each with all necessary fittings and Ninety Four Paise

connection etc. complete on terrace.

51 Providing laying and jointing in true line and level 40mm dia. Rupees One Hundred

U.P.V.C. Pipe (SCH-40) for cold water including fittings make Forty Eight and Eleven

PRINCE/ SUPREME/ ASTRAL / FINOLEX or equivalent as Paise

approved by Engineer In Charge. Pipe shall be fixed on the

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

concealed as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

52 Providing, laying and jointing in true line and level 25mm dia. Rupees Ninety One and

U.P.V.C. Pipe (SCH-40) line including fitting as approved by Eighty Four Paise

Engineer-in-Charge. Pipe shall be fixed on the wall with the

help of clamp at every two meter C/C or shall be concealed as

directed including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

53 Providing laying and jointing in true line and level 32mm dia. Rupees One Hundred

U.P.V.C. Pipe (SCH-40) for cold water including fittings make Nineteen and Fifteen

PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as Paise

approved by Engineer In Charge. Pipe shall be fixed on the

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

concealed as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

54 Providing laying and jointing in true line and level 15mm dia. Rupees Seventy Two

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings make and Sixty Five Paise

PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as

approved by Engineer In Charge. Pipe shall be fixed on the

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

concealed as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

55 Providing, laying and jointing in true line and level 110 Rupees Eight Hundred

diameter U.P.V.C (Type B) conforming to IS 13592-1992 with Ninety Seven and

one end plain and other end socketed with rubber ring, & Seventy Nine Paise

fittings conforming to ISI 14735-1999 of approved make for

drainage system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on wall using of

PVC clamp of the size 110 mm diameter 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

10.00 materials. 897.79 Rmt

56 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - Rupees Six Hundred

100 mm diameter with Jali of the following nominal diameter and Twenty Three Paise

of self cleansing design with C.I screed down or hinged grating

including the cost of cutting and making good the walls.

57 Providing and fixing brass screw down stop (A) 15 mm. Dia Rupees Two Hundred

5.00 205.83 Five and Eighty Two EA

58 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

(f) with medium class Rigid PVC pipe and accessories erected Rupees Four Hundred

concealed in wall/ ceiling complete-Cat. III Eighty Five and Eighty

59 Point wiring for Individual Plug with & 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 complete with Modular type switch

& 5 pin Plug erected on PVC/ Metallic/ Wooden box covered

with appropriate front plate modules erected on/ in wall/

ceiling as per pipe erected with following type of accessories.

[I] For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire Rupees Five Hundred

from nearby switchboard/ mcb db board Ten and Five Paise

(f) with medium class Rigid PVC pipe and accessories erected

concealed in wall/ceiling complete - Cat. III

60 Point wiring for Individual Plug with & 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 complete with Modular type switch

& 5 pin Plug erected on PVC/ Metallic/ Wooden box covered

with appropriate front plate modules erected on/ in wall/

ceiling as per pipe erected with following type of accessories.

[II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Rupees Seven Hundred

Wire from mcb db board. Forty Five and Thirty

(f) with medium class Rigid PVC pipe and accessories erected Eight Paise

concealed in wall/ceiling complete - Cat. III

61 Point wiring for Individual Plug with & 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 complete with Modular type switch

& 5 pin Plug erected on PVC/ Metallic/ Wooden box covered

with appropriate front plate modules erected on/ in wall/

ceiling as per pipe erected with following type of accessories.

[III] For 16A Plug and 16 amp switch with 2-4 sq.mm Cu. Wire Rupees Eight Hundred

with 2.5 sq.mm (green) earthing wire from mcb d b board. Seventy One and Sixty

(f) with medium class Rigid PVC pipe and accessories erected Three Paise

concealed in wall/ceiling complete - Cat. III

62 Point wiring for on board Looped Plug with 6A Modular type Rupees Two Hundred

switch & 5 pin socket erected on PVC/ Metallic/ Wooden box, Fifty Seven and Fifty

single mounting base frame covered with textured/ metallic/ Five Paise

white front plate modules erected on/ in wall/ ceiling with

following type accessories - Cat. III

63 Providing following type of Modular Type Accessories mounted Rupees Twenty Five and

with PVC/ metallic/ Wooden box, single mounting base frame Twenty Five Paise

covered with textured/ metallic/ white front plate, modules

erected with necessary connections as per site situation

directed by Engineer In charge.

10.00 (7) Blank Plate Single - Cat.III 25.25 Ea.

64 Providing and erecting Mains with 1.1 KV grade FRLS PVC Rupees Eighty Two and

insulated ISI marked stranded Copper conductor wire in Eighty Two Paise

following type of pipe to be erected concealed in / flushed on

wall/ ceiling, with 1.5 sq. mm copper conductor FRLS PVC

insulated stranded wire of green colour for earth continuity of

(A) With medium class Rigid PVC pipe and accessories

53.00 (b) 2 wire 2.5 sq. mm 82.82 Mtr.

65 Supplying and erecting LED indoor fittings with LEDs of

wattage 0.2 Watt to 0.5 Watt assembled on single MCPCB,

with housing used as a heat sink shall be made of thick sheet

Steel conforming to IS: 513/CRCA/ aluminium die cast

powder coated and high U.V. & corrosion resistance with

diffuser with company mark/name 160V to 270V, Power

Factor more than 0.95, THD < 15%, CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt, LED LED driver efficiency

> 85 % (fitting required LM-79 & LM-80 Certificates)

(NOTE: Below description have shown ranges of Wattage Rupees Two Hundred

capacity of LED fittings. The Engineer in charge may select any Ninety Five and Ninety

wattage capacity between the ranges shown.) Three Paise

(A) Tube Light with integral driver

(iii) 18-20 Watts, Surge-2KV, IP-20, conventional 4 feet -Cat-

66 Erection & connection charges for 32A/ 63 A / 100 A HRC TPN Rupees One Hundred

as following (b) Erection on New angle iron frame duly painted Thirty Eight and Thirty

with red oxide Seven Paise

67 providing and erecting Miniature circuit breaker single pole 6A Rupees One Hundred

to 25A suitable to operate on 240 V A.C. system and having Twelve and Eleven Paise

breaking capacity 10 KA to be erected in existing box.

2.00 confirming to IS 8828/1996 with ISI Mark - CAT-III 112.11 Ea.

68 Providing & erecting 240 V MCB double pole switch for motor & Rupees Two Hundred

inductive load (C Curve) having 10 KA breaking capacity & Ninety Nine and Ninety

confirms to IS:8828 in existing box having following capacity Seven Paise

(A) 6 to 32 Amp. CAT-III

69 Providing and erecting Sheet Steel powder coated MCB Rupees Two Thousand

distribution board - flush / surface mounted fitted with busbar, Nine Hundred Thirteen

neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & and Eighty Five Paise

3, IEC 61439-1 & 3 without MCB to house appropriate nos. of

MCBs. (The DBs should be used of same company of MCB to

be used) suitable for (B) three phase incoming and single

phase horizontal type outgoing Per phase isolation type (PPI)

(b) sheet steel double door (ii) 6 way

70 providing and erecting Approved make RCCBs conforming to Rupees Two Thousand

IS: 12640 and having sensitivity of 30 mA and Short Circuit Two Hundred Thirty Five

withstand capacity of 10 KA and suitable for operation on and Thirteen Paise

single phase 240 V, 50Hz. having characteristic of quick action

& tripping with all advance feature & do not incorporate any

electronic component. for following Max. rating erected as

directed (ii) 40Amps. DP Cat. III

71 Providing and erecting metallic vitrified danger notice board as Rupees Sixty Nine and

per language suggested by engineer in charge for MEDIUM Sixty Nine Paise

VOLTAGE installation to be erected as per IS-2551.

72 Providing and erecting Annealed bare Copper wire 8 to 16 Rupees Seven Hundred

SWG. Ninety Four and Eighty

73 Supplying & erecting earth pit of minimum bore dia. 150mm

size approved make Earthing Electrode consisting Pipe-in-Pipe

Technology as per IS 3043-1987 made of corrosion free hot

dipped G.I.Pipes having Outer pipe Dia of 50mm having 80-

200 Micron galvanising, Inner pipe Dia of 25 mm having 200-

250 Micron galvanising, connection terminal Dia of 12mm with

constant ohmic value surrounded by highly conductive

compound with high charge dissipation suitable for following

type of applications with chamber and heavy duty cover.

(A) (approved make OEM has to submit test certificate

including value of earth resistance of installation duly stamped

and signed by agency and officer In charge has to ensure the

value of earthing resistance mentioned in test Certificate) &

having back filling compound of (B) Inner chemical (CCM

Compound) - Resistivity:- 0.2 ohm / meter testing as per IEC

62561-2017, Voltage drop:- < 1 volt at no load & dry form,

Sulphur content:- <2% (C) Back fill Compound:- Earthing

compound should be capable to retain moisture for long time

Necessary test report must be submitted by Agency.

(c) For Electrical Installation covering Transformer Neutrals, Rupees Eight Thousand

Lightning arrester Earthing, A.C. Plant & Sensitive Computer Six Hundred Thirty Six

System (like Automation, SCADA) i.e. independent Earthing in and Fifty One Paise

Length of Pipe : 3.00 mtrs

Back filling Compound :2 nos Bags of 25 Kg.

74 Supplying & erecting single phase approved make industrial Rupees Two Thousand

exhaust fan suitable for medium duty ring mounted low noise Fifty Four and Thirty

operation suitable for medium duty having following Dia size Four Paise

and maximum speed in RPM [A] 305 mm Dia 900 RPM - Cat.II

75 Providing suitable M.S. louver shutter of the Exhaust fan. Rupees Three Hundred

Sixty Eight and Sixty

76 Supplying & erecting electro galvanised G.I. wire micro mesh Rupees Six Hundred

Jali cover of grade 304 required size with suitable wooden Thirty Four and Twenty

frame duly fitted in wall outside of exhaust fan for insect Eight Paise

77 Providing recess in wall or window frame suitable for erection Rupees One Hundred

of Exhaust fan complete with plastering and colour washing to Eighty Nine and Eighty

match the colour of the wall or window complete with Eight Paise

expanded metal in order to render the fitting in accessible and

5.00 the room water-proof. 189.88 Ea.

C.C. Road & Paver Block

78 Box cutting the road surface to proper slope and camber for Rupees One Hundred

making a base for road work including removing the excavated Twelve and Two Paise

stuff and depositing on the road side slope as directed upto

79 Providing and laying granular sub base Grade-I C.B.R. not less Rupees Seven Hundred

than 30% by providing close graded materials, consisting of Fourteen and Seven

B.T. crushed stone aggregates 53 mm to 26.5mm@ 50% Paise

26.5mm to 4.75mm @ 20%, 2.36mm to below @ 30% coarse

sand combination and stone dust/grit spreading in uniform

layers with motor grader on prepared surface, mixing by mix

in place method with rotovator at O.M.C to required dry

density including filling the depressions which occurred during

the process using vibratory roller 8-10T Complete as per

80 Providing and laying WBM sub-base required as providing Rupees Nine Hundred

course graded material grading-I in one layer using BTMC Seventy Four and

metal 45 mm to 63 mm including using 22% Stone screening Ninety Two Paise

13.2 mm size and 7% stone dust as filler Gradation including

conveying the materials at the site of work, mixing and

spreading in to grade and camber, watering and consolidation

at OMC with vibratory roller incl. the cost of materials labours

160.50 etc. and all complete. 974.92 m3

81 Providing and laying WBM sub-base required as providing Rupees One Thousand

course graded material grading-II in one layer using BTMC Eighty One and Fifty

metal 53mm to 26.5mm @ 35% agg., 26.5mm to 4.75mm @ Eight Paise

45% & stone dust @ 20% (CBR not less than 30%) as per

table 400-2 of MORT & H Gradation including conveying the

materials at the site of work, mixing and spreading in to grade

and camber, watering and consolidation at OMC with vibratory

roller incl. the cost of materials labours etc. and all complete.

82 Providing and laying cement concrete 1:3:6 (1-cement : 3 Rupees Three Thousand

Coarse sand : 6 Graded stone aggregate 40mm nominal size) One Hundred Six and

and curing complete excluding cost of form work in. (A) Sixty Seven Paise

foundation and Plinth

83 Providing and fixing pre-cast Rubber Dye / steel Dye inter Rupees Seven Hundred

locking concrete block 60mm thick with grade of concrete Seven and Fifty Five

M300 pneumatic compressed / vibrated mechanically and as Paise

per approved design Confirming to IS 15658 : 2006 including

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

proper line and level as per guidelines of IRC : SP 63-2018 etc.

84 Providing M-250 controlled cement concrete road using trimix Rupees Six Thousand

providing and fixing & removing of "C" channel having required Four Hundred Fourteen

size as per required level slope and thickness of concrete and and Fifty One Paise

levelling and finishing the concrete using surface vibrator,

power floater and trowel light brooming on as directed.

including making expansion joint of size 20 X 110 mm & filling

the expansion joint using Coplar 200 as per manufactures

specification by cutting of joint using concrete cutter machine

85 Providing, Supplying and Laying Rubble Stone Soiling for Rupees Nine Hundred

Foundation Base as per directed by Engineer-in-charge & as Sixty Three and Fifty

per Specifications and preparing surface complete. Four Paise

86 Excavation for foundation up to 1.5 m depth including sorting Rupees One Hundred

out and stacking of useful materials and disposing off the Twenty Five and Eighty

excavated stuff up to Any lead.(A) Loose or soft soil Six Paise

87 Excavation for foundation for depth from 1.5 m to 3.0m Rupees One Hundred

including sorting out and stacking of useful materials and Seventy Four and Fifty

disposing off the excavated stuff up to Any lead.(B) Dense or Six Paise

88 Excavation for foundation for depth from 1.5 m to 3.0 m Rupees Two Hundred

including sorting out and stacking of useful materials and Ninety Four and Five

disposing off the excavated stuff up to Any lead.(C) Hard Paise

89 Filling available excavated earth (excluding rock) in trenches. Rupees One Hundred

plinth, sides of foundations etc. in layers not exceeding 20 cm. Thirty Seven and Forty

in depth consolidating each deposited layer by ramming and Seven Paise

90 Filling in foundation and plinth with murrum or selected soil in Rupees Three Hundred

layers of 20cm. thickness including watering, ramming and Four and Sixty Paise

consolidating etc. complete.

91 Providing and laying cement concrete 1:3:6 (1-Cement : 3- Rupees Three Thousand

coarse sand : 6- hand broken stone aggregates 40 mm One Hundred Six and

nominal size) and curing complete excluding cost of formwork Sixty Seven Paise

in (A) Foundation and Plinth

92 Providing and laying controlled cement concrete M.250 and Rupees Two Thousand

curing complete excluding the cost of formwork and Eight Hundred Seventy

reinforcement for reinforced concrete work in (C) RCC Column Eight and Fifty Three

10.69 Footings 2878.53 Paise Cum

93 Providing and laying controlled cement concrete M.250 and Rupees One Thousand

curing complete excluding the cost of formwork and Five Hundred Eight and

reinforcement for reinforced concrete work in (C) RCC Column Thirty Five Paise

3.04 up to plinth level 1508.35 Cum

94 Providing and laying controlled cement concrete M.250 and Rupees Five Thousand

curing complete excluding the cost of formwork and Six Hundred Eighty Two

reinforcement for reinforced concrete work in (C) Plinth Beam and Thirty Two Paise

95 Providing and laying controlled cement concrete M.250 and Rupees Seven Thousand

curing complete excluding the cost of formwork and Eight Hundred Fifty Five

reinforcement for reinforced concrete work in (C) RCC Column and Seventy Eight Paise

96 Providing and laying controlled cement concrete M.250 and Rupees Six Thousand

curing complete excluding the cost of formwork and One Hundred Fifty Eight

reinforcement for reinforced concrete work in (C) Floor Beam and Ninety Eight Paise

97 Providing laying Controlled cement concrete M-250 and curing Rupees Seven Thousand

complete including the cost of form work and excluding cost of Five Hundred Eighty

reinforcement for reinforced concrete work in : RCC Slabs & Eight and Thirteen Paise

98 Providing TMT Bar FE 500D reinforcement for R.C.C. work Rupees Seventy Seven

including bending, binding and placing in position complete up and Twenty Nine Paise

to floor two level

99 Brick work using common burnt clay building bricks having Rupees Four Thousand

crushing strength not less than 35 kg./Sq.Cm. in Cement Five Hundred Ninety

Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional for Nine and Sixteen Paise

Foundation or Super Structure

100 Providing 15mm thick cement plaster in single coat on Rough Rupees One Hundred

(Similar)side of single or half brick walls for interior plastering Seventy Six and

up to floor two level and finished even and smooth in (ii) Fourteen Paise

Cement mortar 1:4 (1-cement :4-sand)

101 Providing 20mm thick cement plaster in single coat on single Rupees Two Hundred

or half brick walls for interior plastering up to floor two level Twenty Four and Two

and finished even and smooth in (ii) Cement mortar 1:4 (1- Paise

cement :4-sand)

102 Providing and laying polished Kota stone slab flooring over Rupees One Thousand

20mm (Average) thick base of cement mortar 1:6 (1-cement : One Hundred Sixteen

6-coarse sand) or L.M. 1.1.5 laid over and jointed with grey and Sixty Eight Paise

cement slurry including rubbing and polishing etc. complete.

103 Providing and laying polished Kota stone slab 25mm thick in Rupees One Thousand

risers of steps, skirting Dedo and pillars laid on 10mm thick One Hundred Thirty Five

cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed and Forty Eight Paise

with Gray cement slurry mixed with pigment to match the

shade of slab including rubbing and polishing etc. complete.

104 Finishing wall with weather proof exterior emulsion paint on Rupees Eighty Four and

wall surface (two coats) to give an required shape even shade Eighty Two Paise

after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered materials. Etc complete

105 Excavation for foundation upto 1.5 m depth including sorting Rupees One Hundred

out and stacking of useful materials and disposing off the Twenty Five and Eighty

excavated stuff upto any lead. (A) Loose or soft soil Six Paise

106 Excavation for foundation upto 1.5 m depth including sorting Rupees One Hundred

out and stacking of useful materials and disposing off the Sixty and Eighty Nine

excavated stuff upto any lead. (B) Dense or Hard soil Paise

107 Excavation for foundation for depth from 1.5 m to 3.0 m Rupees One Hundred

including sorting out and stacking of useful materials and Seventy Four and Fifty

disposing off the excavated stuff upto any lead. (B) Dense or Six Paise

356.40 Hard soil 174.56 Cum

108 Filling available excavated earth (excluding rock) in trenches. Rupees One Hundred

plinth, sides of foundations etc. in layers not exceeding 20 cm. Thirty Seven and Forty

in depth consolidating each disposited layer by ramming and Seven Paise

554.04 watering. 137.47 Cum

109 Filling in foundation and plinth with murrum or selected soil in Rupees Three Hundred

layers of 20cm. thickness including watering, ramming and Four and Sixty Paise

consolidating etc. complete.

110 Providing and laying cement concrete 1:3:6 (1-Cement : 3- Rupees Three Thousand

coarse sand : 6- hand broken stone aggregates 40 mmnominal One Hundred Six and

size) and curing complete excluding cost of formwork in (A) Sixty Seven Paise

Foundation and Plinth

111 Providing, Supplying and Laying Rubble Stone Soiling for Rupees Nine Hundred

Foundation Base as per directed by Engineer-in-charge & as Forty Seven and Thirty

per Specifications and preparing surface complete. Eight Paise

112 Providing and laying controlled cement concrete M.250 and Rupees Five Thousand

curing complete excluding the cost of formwork and Four Hundred Forty and

reinforcement for reinforced concrete work in (C) RCC Column Thirty Eight Paise

165.75 Footings 5440.38 Cum

113 Providing and laying controlled cement concrete M.250 and Rupees Five Thousand

curing complete excluding the cost of formwork and One Hundred Forty One

reinforcement for reinforced concrete work in (C) RCC Column and Four Paise

6.30 up to plinth level 5141.04 Cum

114 Providing and laying controlled cement concrete M.250 and Rupees Five Thousand

curing complete excluding the cost of formwork and Six Hundred Eighty Two

reinforcement for reinforced concrete work in (C) Plinth Beam and Thirty Two Paise

115 Providing and laying controlled cement concrete M.200 and Rupees Seven Thousand

curing complete excluding the cost of formwork and Six Hundred Thirteen

reinforcement for reinforced concrete work in (C) RCC Column and Sixty Paise

116 Providing and laying cement concrete 1:3:6 (1-Cement : 3- Rupees Seven Thousand

Coarse sand : 6-crushed stone aggregates 20 mm nominal Three Hundred Sixty

size) and curing complete including cost of formwork in (A) Seven and Forty Nine

Wall Caps / Coping Paise

117 Providing TMT Bar FE 500D reinforcement for R.C.C. work Rupees Seventy Seven

including bending, binding and placing in position complete and Twenty Nine Paise

upto floor two level

118 Brick work using common burnt clay building bricks having Rupees Four Thousand

crushing strength not less than 35 kg./Sq.Cm. in Cement Five Hundred Ninety

Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional for Nine and Sixteen Paise

Foundation or Super Structure

119 Providing 20mm thick cement plaster in single coat on single Rupees Two Hundred

or half brick walls for interior plastering upto floor two level Twenty Four and Two

and finished even and smooth in (ii) Cement mortar 1:4 (1- Paise

cement :4-sand)

120 Finishing wall with weather proof exterior emulsion paint on Rupees Eighty Four and

wall surface (two coats) to give an required shape even shade Eighty Two Paise

after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered materials.etc complete

121 Providing and fixing 0.70 Metre high fencing with 0.80 Metre Rupees Seventy Three

long M.S. Angle posts 50mm x 50 mm x 6 mm fixed at 3.40 and Seventy Three Paise

Mt, C/c. with three Horizontal lines of galvanised steel barbed

wire weighting 9.38 Kg. per 100 Metre, strained and fixed to

posts with G.I, staples including fixing the posts in RCC

Columns and etc complete.

One percent of the Estimated cost of work put to tender shall be recovered from the running bills of the contractor as testing charges,

after deducting the cost of material proposed in scheduled-B at basic rate. One percent labour cess will be deducted from contractor’s

I/ We am/are willing to carry out the work at _____________________% above / below _____________________________%

(should be written in figure and words)

below / above the estimated rates mentioned above amount of my / our tender works out as under :-

Estimated amount put to tender : Estimated amount put to tender :

1) All the work shall be carried out as per specification on the division or as directed.

2) Rates quoted includes clearance of site (prior to commencement of work and at its closed) in all respects and held gross for under all

conditions, site moisture weather etc.

3) The Contractor shall exhibits a board as per Govt. circular No. 2DK – 3277 / 1657 N Dt. 26–01-73 with detail of specification and details of

work and amount involved at site without any payment as directed by the Engineer in charge.

4) Testing of materials be as per statement attached with the Specifications, the materials shall be tested at least 10% in G.E.R.I. Bill for testing

shall be paid by Contractor.

5) One precent of estimated cost put to tender for this work shall be recovered from the contract payments as "LABOUR CESS". In terms of the

Gujarat Government Gazette Extra ordinary dated 12.12.04. Implementation of building and other construction workers regulation of

equipment and conditions of service Act-1996)

6) Photographs of before work and after work will be submitted by the contractor at the time of each bill submission.

7) The contractor is solely responsible to bare all applicable taxes. exempt GST. and department will not entertain any contractor representation

to reimburse any financial burden due to applicable taxes : exempt GST.

8) The contractor shall submit all paid taxes, royalty challans at the time of the final bill.

Signature of contractor EXECUTIVE ENGINEER

BUILDING DEPARTMENT

BHAVNAGAR MUNICIPAL CORPORATION