REPAIRING AND RENOVATION OF VARIOUS BUILDING IN CUMPUS OF ADARSH NIVASI SCHOOL(GIRLS) AT SONGADH, TA:SONGADH, DIST : TAPI

NAME OF WORK : -REPAIRING AND RENOVATION OF VARIOUS BUILDING IN CUMPUS OF ADARSH NIVASI

SCHOOL(GIRLS) AT SONGADH, TA:SONGADH, DIST : TAPI-VYARA

BILL OF QUANTITIES

Item Description of Item (With brif Specification And Reference to Book of Rate in

Quantity Unit Amount

No. Specifications) Figures

1 Demolition and disposal of unserviceable materials with all lead and lift.(i) 464.35 CMT. 624.49

Cement concrete.

2 Demolition including stacking of serviceable materilas and disposal of 12.54 CMT. 1084.29

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

3 Demolition of Brick work and stone masonry including stacking of serviceable 48.11 CMT. 564.15

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

4 Dismentaling tiled of stone floors laid in mortar including stacking of 1772.01 SMT. 49.40

serviceable materilas and disposal of unserviceable materials with all lead and

5 Dismentling doors, windows, ventilators etc. (wood or steel) shutters including 223.00 EACH 257.62

chowkhats architraves, holdfasts and other attachment etc. complete and

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

6 Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes with fittings and 729.00 RMT. 76.96

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

7 Dismantling santtary fittings like wash basin . W.C. pan Indian and European 104.00 EACH 415.78

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

8 Removing and scraping of old deteriorated plaster of any thickness fromm wall 1710.68 SMT. 20.05

/ R.C.C member including stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift

9 Providing and laying cement concrete 1:2:4 (1- Cement :2- Coarse sand : 4- 55.897 CMT. 3966.27

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

cost of formwork in (A) Foundation and Plinth (A) PCC

10 Providing and laying controlled cement concrete work M200 and curing 19.59 CMT. 6588.07

complete including the cost of form work but excluding the cost of

reinforcement of reinforced concrete work in All Types of Wall Pardi, Walls

11 Providing and fixing TMT bars Fe-500D steel reinforcement for R.C.C. work 4449.55 Kg . 77.966

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

level ,Ground Floor , First floor , Terrace Floor All Floor Level.

12 Brick work using common brunt clay building bricks having crushing strength 38.05 CMT. 4445.01

not less than 35 kg/sqcm. in foundation and plinth in cement mortar 1:6 (1

cement :6 fine sand) etc.comp. (B) Conventional All Floor

13 Half brick masonry in common brunt clay building bricks having crushing 137.64 SMT. 675.69

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -

coarse sand ) in (B) Conventional , All Floor

14 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of 1675.61 SMT. 247.45

single or Full/half brick walls for interior plastering upto floor all level and

finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) mixing

of water proofing plaster SBR. All Floor

15 20mm thick sand faced cement plaster on walls upto height 10 metres above 619.43 SMT. 412.08

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. with mixing of water proofing plaster SBR All Floor

16 Providing and laying polished Granite Slab 18mm thick in Flooring,Risers of 384.98 SMT. 2502.78

steps, Dedo, window sill, jembs and pillars laid 20mm thick Cement Mortar 1:4

(1-Cement : 4-Coarse Sand) fixing with adhesive and jointed with Grey Cement

Slurry including full molded round front edges , rubbing and polishing etc.

complete.Unit rate of 1 Sq.Mt.

Item Description of Item (With brif Specification And Reference to Book of Rate in

Quantity Unit Amount

No. Specifications) Figures

17 Providing and laying Virtified tiles 8 to 10 mm thick , 24'' x 24'' in flooring 744.67 SMT. 1099.95

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

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

18 Providing and laying Virtified tiles 8 to 10 mm thick , 24'' x 24'' in skrting 1673.70 SMT. 1169.98

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

sand) and jointed with white cement slurry,

19 Providing and fixing flush door both sides laminated andshutter fabricated from 126.00 SMT. 4501.57

35 mm thick solid core malemine faced three layered pre laminated flat pressed

wood based exterior grade bonded BWP/BWR synthetic resin having stamped

IS 12823 grade I type II including three coats of lacquer polishing to exposed

wooden surfaces and Stainless steel decorative type designs fixtures / fastening

2Nos. Handles, 2Nos. Aldropes, towerbolt etc. as per architectural detailed

drawing and as directed by engineer in charge..

20 Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP shutter 149.52 SMT. 2615.04

having extra reinforcement on sides & edges in polish 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 necessary screws & alluminium S.S fixtures & fastenings &

fastener sleeve.

21 Providing and fixing, repairing of door & window 35 mm thick shutters for 166.02 SMT. 2474.50

Doors, windows and clear story windows and 4mm frosted glass including

Two coats of oil paint to wooden surfaces and Stainless steel decorative type

designs all necessary fixtures / fastening with ancore fastening of old granite or

teak wood frame all labour etc.as directed by engineer in charge.

22 Providing and fixing standared extruded of alluminium section of size 63mm x 36.42 SMT. 1175.55

38.10mm x 1.2mm , @ 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

Item Description of Item (With brif Specification And Reference to Book of Rate in

Quantity Unit Amount

No. Specifications) Figures

23 Providing and fixing M.S. grill of required pattern of windows etc. with M.S.. 1917.60 Kg. 113.12

flats at required spacing and frame alround square or round headed bolts and

nuts or by screws.including applying a priming coat of red lead paint and two

coats of oil painting etc complete (A)Plain grill

24 Removing old colour by a washing and scraping and sand papering the wall 8110.14 SMT. 92.96

surface smooth including necessary repairs to scratches complete and Wall

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

manufacture on undecorated wall surface to give an even shade including

throughly brushing the surface free from mortar droppings and other foreign

matter and sand papered smooth.

25 Removing old colour by a washing and scraping and sand papering the wall 3368.93 SMT. 164.86

surface smooth including necessary repairs to scratches complete and Priming:

Apply a liberal coat of exterior acrylic primer and allow it to dry for 4-5 hours.

Application of putty is not recommended.Minimum 4-6 hours duration is

required between each coat of weather shield max paint Finishing wall with

weather proof max exterior 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

26 Applying priming coat over new steel and other metel surface after and 1354.18 SMT. 125.72

including preparing the surface by throughly cleaning, oil,grease, dirt and other

foreign matter and scoured with brushes fine steel wood, scrapers and sand

paper with ready mixed priming paint brushing red lead. and Painting two coats

(excluding priming coat) on new steel and other metal surface with enamel

paint, brushing, interior to give an even shade including cleaning the surface an

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

27 Steel work welded in built up sections, framed work including cutting, hoisting, 10.10 Quintal 9108.48

fixing in position and applying a priming coat of red lead paint :-

(A) In beams and joints channels angles, column, 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.

Item Description of Item (With brif Specification And Reference to Book of Rate in

Quantity Unit Amount

No. Specifications) Figures

28 Providing and laying integral cement based water proofing treatment including 2962.12 SMT. 906.98

preparation of surface as required for treatment of roofs, balconies, terraces etc.

consisting of following operations.

(a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement

admixed with proprietary water proofing compound comforming to IS:2645 over the

R.C.C. slab including cleaning the surface before tratment.

(b) Laying cement concrete using broken bricks/brick bats 25 mm to 100 mm size with

50% of cement mortar 1:5 (1 Cement : 5 Coarse sand) admixed with proprietary water

proofing compound conforming to IS:2645

(c) Crack Repairs:-Crack filling using fiber reinforced polymer modified mortar after

openning crack in "V" grove, Making Surface dust free, with a bond coat of polymer as

per the data sheet for crack repairing cracks less than 10mm,brick bats is finally

covered by jointless cement plaster 20mm th. in C.M. 1:4 added with special water

proofing compound confirming to IS:2645 & top smooth finished with trowel with

false chequered marking of 300 mm.size.The treatment is carried along the vertical

surface of the parapet & other adjoining wall up to height of about 300 mm in a shape

of quarter round vata Incl. curing etc. Comp. With average thickness of 120 mm and

minimum thickness at khurra as 65 mm.

(d) The whole terrace so finished shall be flooded with water for a minimum period of

two weeks for curing and for final test. All above operations to be down in order and as

directed and specified by the engineer-in-charge. With average thickness of 120 mm

and minimum thickness at khurra as 65 mm. (Cement consumption 0.511 Bags / S.M.)

NOTE :- (1) The whole work is to be executed through specialized agency

with a guarantee of 10 (Ten) years given on a prescribed proforma duly stamped (2)

The rate shall include for work at all floors & conducting water proof test as

directed. Unit Rate of 1 Sq.Mt.

29 Providing and laying broken chine mosaic flooring for terrace using 12 2786.29 SMT. 765.97

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

30 Providing and fixing in position callapsible steel shutters with vertical channels 24.00 SMT. 6001.94

20 x 10 x 2 mm braced with flat iron diagonals 20 x 5 mm size with top and

bottom rails of T_rin 40x 40 x 6 mm with 38mm dia, steel pulleys complete

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

priming coat of read lead paint.

31 Providing and fixing Stainless Steel railing having 50 mm dia hollow stainless 448.00 KG. 434.30

steel pipe as hand rail and 32 mm dia hollow stainless steel pipe with

combination of 10 cm long 16mm dia pipe as per virtical supports 20 mm dia

hollow stainless steel pipes Height As Per Drawing As per Consultant Drawing

, Suggesion & Instruction & EIC.

32 Providing and fixing rebar of following diameter using chemical grout of 1390.00 NOS. 161.60

Swanchore/Hilti/Fischer or equivalent make including cost of all

equipments, tools, material, labour, etc. Standard procedure as

mentioned in manufacturer's specifications shall be strictly followed, which

shall be submitted and got approved from the authority prior to start of

work. The rate shall also include cost of drilling of hole of required

diameter and depth as mentioned in manufacturer's specification,

cleaning the hole with required air blower and other necessary tools and

tackles, positioning, providing and grouting chemical, allied fixtures and

fasteners, etc. but excluding the cost of reinforcing bar etc. complete. Item

includes necessary scaffolding, staging, labour, tools and equipments, etc.

complete as directed by the engineer-in-charge. 8 MM DIA BAR,10 MM DIA

BAR,12 MM DIA BAR

Item Description of Item (With brif Specification And Reference to Book of Rate in

Quantity Unit Amount

No. Specifications) Figures

33 Crack Repairs:-Crack filling using fiber reinforced polymer modified mortar 660.00 RMT. 202.00

after openning crack in "V" grove, Making Surface dust free, with a bond coat

of polymer as per the data sheet for crack repairing cracks less than 10mm

34 Providing and fixing wash down water closet (European type, W.C. Pan) with 9.00 No 3998.02

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

1:1 (1-Cement : 1-fine sand) inculding Providing and fixing plastic seat and

cover for wash down water closer with C.P. brass hinges and rubber buffers.

(B) Black plastic seal and cover inculding of Providing and fixing 12.5 Litres

low level flushing cistern with a pair, of C.I. or Mild brackets, complete with

fittings such as lead valve less syphon, 15mm nom.nal size brass ball valve

with polythene float, C.P brass handle unions and couplings for connections,

with inlet, 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) Vitreous China (I) In white colour . (A) vitreous China Pattern

:(i) in white colour

35 Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 39.00 No 1426.85

580mm Including 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-Fine sand)(A) Vitreous China. Including of

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

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

squatting pan water closet. (A) Vitreous China.(I) Long pattern = White colour

36 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. 46.00 No 2067.87

brackets painted white including sutting holes and making good the Providing

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

and fixing pillar tap, capstan head, screw down high pressure with screws,

shanks and back nuts. (i) 15mm dia.,Providing and fixing brass screw down

stop tap.(A) 15mm dia..(A) Vitreous China:(ii) Flat Back washbasin 550 mm x

v 400mm size. (i) In white colour.

37 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm 110.00 No 585.36

diameter with jali of the following nominal diameter of self cleansing design

with C.I scread down or hinged grating including the cost of cutting and

making good the walls.

38 Providing and fixing screw down bib taps of following size.(A) Brass screw 143.00 No 186.82

down bib tap polished bright. (i) 15mm dia.

39 Providing and fixing Gun metal check or non-return fullway wheel valve. 41.00 No 420.63

40 Providing and fixing Gun metal check or non-return fullway wheel valve. 22.00 No 663.42

41 Providing and fixing chromium plated brass half trun flush cock of approved 48.00 No 263.77

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

42 Providing and fixing ball cock of approved. quality as directed.(A) Copper 21.00 No 132.88

Metal (A) 25mm. dia.

43 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( 387.00 RMT. 72.64

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

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

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

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

Item Description of Item (With brif Specification And Reference to Book of Rate in

Quantity Unit Amount

No. Specifications) Figures

44 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( 419.00 RMT. 91.83

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

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

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

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

45 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( 105.00 RMT. 148.11

SCH- 40) for cold water Including fittings as approved by Engineer In Charge.

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

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

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

46 Providing, laying and jointing in true line and level 110mm diametre U.P.V.C 724.00 RMT. 857.65

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

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

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

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

the size 110 mm diametre x 149 mm length x 145 mm heigh at every 2000 mm

center to center or shall be concealed in walls as directed including necessary

fittings such as bends, shoes etc. including testing of pipes and joints and

jointed with adhesive solvent cement including cost of all materials.

47 Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber 23.00 No 1246.91

and water tight C.I. cover with frame of 300mm x 300mm size (inside) with

standard weight.(i) Square mouth traps.(B) 150mm x 100mm size P or R type

48 Constructing Brick masonry road gully chamber 500mm x 450mm x 600mm 23.00 No. 2017.19

including 500mm x 450mm C.I. horizontal grating wih frame complete.

49 Constructing brick masonry chamber for underground C.I. Inspection chamber 26.00 No 2932.92

and bends with briocks having croshing strength not less than 35Kg. Cm2 in

C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm intenal

dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

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

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

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

complete.(i) Inside dimensions 455mmx 610mm and 450mm deep for single

50 Providing laying (to level or slopes) and jointing reinforced concrete Light duty 178.00 RMT. 254.89

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

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

complete. (B) 150 mm dia.

51 Providing laying (to level or slopes) and jointing reinforced concrete Light duty 98.00 RMT. 356.73

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

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

complete.(C) 250 mm dia

52 Providing & fixing G.I. Rain water spout of 50 mm.dia & 30 cm length etc. 14.00 No. 101.90

53 Providing and fixing in position cowel went to pipes.(C) 100mm dia 34.00 No. 505.17

54 Providing erecting and fixing double coated PVC. (ISI) water tank of 15000.00 LIT. 3.94

required capacity each with all necessary fittings and connection etc. complete

Item Description of Item (With brif Specification And Reference to Book of Rate in

Quantity Unit Amount

No. Specifications) Figures

55 Providing & Fixing 2 mm thick Solid Polycarbonate sheet for expation joint 147.40 SMT. 1974.55

cover & side wall expation joint covered with surface of the sheet is coated

with an anti-UV Co-extrusion layer having good weather resistance, it can

maintain its optical properties and mechanical performance for a long time.

Fasting is usually done by screws. , The fastening screws should be inserted

about 150 mm apart and 200mm apart Along the supporting wall or rcc

mamber or internal purlin and edge pulin.All fixing holes with diameter at least

2 mm larger than screw must be predrilled into each screw location. The screws

should be 6mm diameter with length according to sheet thickness and corrosion

resistant, with at least heavy duty hot dripped galvanized or stainless steel.

Excluding the cost of purlins rafter and trusses with scaffolding.

56 Excavation for foundation upto 1.5 m depth including sorting out and 55.05 CMT. 120.00

stacking of useful materials and disposing off the excavated stuff upto

Meter lead. (A) Loose or soft soil ( I ) 0 To 1.5 mt. Depth

57 Excavation for foundation upto 1.5 m to 3.0 m depth including sorting out 16.64 CMT. 132.86

and stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead. (A) Loose or soft soil ( II ) 1.5 To 3.0 MT Depth

58 Filling available excavated earth (Including rock in trenches plinth, sides of 59.25 CMT. 133.65

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

deposited layer by ramming and watering)

59 Providing and laying controlled cement concrete M.200 and curing complete 6.59 CMT. 4259.17

inculding the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in foundation, footings base of column and mass

concrete. (A) Footing/ Raft

60 Providing and laying controlled cement concrete M.250 and curing complete 2.16 CMT. 7139.69

inculding the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Column D) Column, Pillers, posts and

struts , upto Plinth

61 Providing and laying controlled cement concrete M.200 and curing complete 1.76 CMT. 7139.69

inculding the cost of formwork and Excluding reinforcement for reinforced

concrete work in in All Types of Column D) Column, Pillers, posts and struts

upto Ground Floor

62 Providing and laying controlled cement concrete work M200 and curing 3.46 CMT. 6413.50

complete including the cost of form work but excluding the cost of

reinforcement of reinforced concrete work in Beams. (E) Beam, upto Plinth

63 Brick work using common brunt clay building bricks having crushing strength 10.81 CMT. 4121.54

not less than 35 kg/sqcm. in foundation and plinth in cement mortar 1:6 (1

cement :6 fine sand) etc.comp. (B) Conventional Ground floor upto Plinth

64 20mm thick sand faced cement plaster on walls upto height 10 metres above 117.00 SMT. 337.52

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. Upto Ground Floor to First Floor

65 Finishing wall with weather proof exterior emulsion paint on wall surface (two 117.00 SMT. 117.40

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

One Crore Sixty Five Lakh Eighteen Thousand Nine Hundred Twenty Nine and Seventy one paisa only.

An amount of Rs.3,98,379.46 (Rupees Three Lakh Ninety Eight Thousand Three Hundred Seventy Nine Paise Fourty Six Only )

towards estimated salvage value of dismantelled materials likely to be available from dismentalling the existing structure shall be

recovered from the 1st R.A. Bill of this work irrespective of the quantity actually received on site.

I we am / are willing to carry out the work at …................................ % above/ Below percent ( Should Be writen in figures And words)

of the estimated rate mentioned above. Amount of my / our tender works out as under.

Estimated Amount Put to tender. 1,65,18,929.71 Estimated Amount Put to tender.

Item Description of Item (With brif Specification And Reference to Book of Rate in

Quantity Unit Amount

No. Specifications) Figures

Deduct…........ % Below Deduct…........ % Below

In Words In Words

(1) The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no

extra payment shall be made.

(2) The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

(3) GST and Income tax TDS will be deducted at a source while making payments of bills

(4) In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

(5) An amount of Rs.3,98,379.46 (Rupees Three Lakh Ninety Eight Thousand Three Hundred Seventy Nine Paise Fourty Six Only )

towards estimated salvage value of dismantelled materials likely to be available from dismentalling the existing structure shall be recovered

from the 1st R.A. Bill of this work irrespective of the quantity actually received on site.

Signature of Bidder

Executive Engineer

Tapi ( R&B) Division