Construction of Major Bridge at Pipaldahad to Garudiya Road Ta: Subir, Dist.: Dang.

Bill Of Quantity

Memorandum showing items of work to be carried out

Estimated Rates

Sr. No. Item Description Quantity Unit Total Amount (₹)

Sr. No. Item Description Quantity Unit Total Amount (₹)

In Figure In Words

Carry out alignment survey work by total station including

marking of centre line of the bridge and various other

component structures, taking ground levels and details of

existing structures within 40 m from centre line, providing

and fixing necessary reference pillars, establishing bench

Rupees Twenty Five

marks, establishing foundation layout on ground, including

1 1.00 LS 25250.00 Thousand Two Hundred

submission longitudinal section, cross section and report of

survey work in three copies with soft copy in CD to

Engineer-in-charge as directed.

Provding flood guage makrs on substructure as per deisign Rupees One Hundred Sixty

2 including painting complete 12.00 Rmt 169.64 Nine and Sixty Four Paise

Providing and fixing marble slab including engraving letters Rupees One Thousand

3 / numbers, painting complete. 2.00 Nos. 1012.65 Twelve and Sixty Five

Providing and filling sand behind abutments and between Rupees Five Hundred

4 returns in layers as directed. 165.00 Cum 571.92 Seventy One and Ninety

Providing masonry steps with cement pointing on Rupees Two Hundred

5 approaches on both ends as directed. 80.00 Nos. 289.18 Eighty Nine and Eighteen

Excavation for foundaion in sand, gravel, clay soft soils and

murrum etc. including shoring strutting dewatering as

Rupees Five Hundred

necessary and disposing of the excavated stuff as directed.

6 257.00 Cum 538.67 Thirty Eight and Sixty

(A) Depth up to 3.0 M & lead up to 100 m.

Seven Paise Only

Excavation in Large Boulders and soft to medium rock by

wedging including Shoring and Strutting and dewatering as Rupees Seven Hundred

7 necessary and disposing of the Excavated stuff as directed. 578.00 Cum 754.14 Fifty Four and Fourteen

Excavation in Hard Rock By Dry-Wet blasting and

chiselling including dewatering preparing foundation base Rupees One Thousand

8 by Proper benching and stepping and disposing of the 831.00 Cum 1763.08 Seven Hundred Sixty Three

Excavated stuff as directed. (A) Blasting Prohibited. and Eight Paise Only

Providing and filling in foundation with ordinary Cement

concrete M-15 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing Rupees Three Thousand

9 complete. 108.00 Cum 3732.96 Seven Hundred Thirty Two

and Ninety Six Paise Only

Providing and fixing FE 550D dowel bars of minimum

mm dia for anchoring by drilling holes in foundation strata

including necessary bending, hooking of dowel bars and Rupees Five Hundred Forty

grouting the holes complete as per detailed drawing and as Five and Forty Paise Only

Providing and casting in-situ controlled cement concrete of

M30 grade for RCC work for Raft and cut-off wall

including dewatering, scaffolding / centring, shuttering,

mixing, placing in position, consolidating with mechanical Rupees Four Thousand

11 vibrators, curing, deshuttering carefully, making good the 551.00 Cum 4904.56 Nine Hundred Four and

damages, fixing embedment, inserts, pockets, wherever Fifty Six Paise Only

necessary as per specification and drawing.

Providing and placing in position FE 550D bar

reinforcement for following items including cutting bending Rupees Seventy Three

hooking and tying complete as per detailed drawing.For well Thousand Eight Hundred

:- curb, staining, cap and RCC Raft. Fifty Eight and Sixty Nine

Providing and filling trenches of Excavation in Rocky strata

with ordinary cement concreate (M15) as directed. Rupees Three Thousand

Six Hundred Seventy Four

and Thirty Eight Paise

Providing and casting in situ controlled cement concrete

M30 for RCC return as per drawings including centering

shuttering scaffolding where necessary laying vibrating Rupees Five Thousand Five

14 curing and finishing complete (A) Height from 0.0 to 5.0 343.00 Cum 5511.57 Hundred Eleven and Fifty

m.(1) Piers (2) Abutment (3) RCC return. Seven Paise Only

Providing and casting in situ controlled cement concrete

M30 for RCC return as per drawings including centering

shuttering scaffolding where necessary laying vibrating Rupees Five Thousand

15 curing and finishing complete (A) Height from 5.0 to 10.0 16.00 Cum 5839.82 Eight Hundred Thirty Nine

m.(1) Piers (2) Abutment (3) RCC return. and Eighty Two Paise Only

Providing and casting in situ controlled cement concrete

M-30 for R.C.C. work in pier cap,abutment cap and dirt

wall including controlled cement concrete M-35 bed

blocks or pedstals of required size below bearings as per Rupees Five Thousand Five

16 detailed drawings, centering, shuttering, scaffolding, 165.00 Cum 5592.37 Hundred Ninety Two and

wherever necessary, laying vibating, curing and finishing Thirty Seven Paise Only

Providing and laying in position FE 550D TMT bar

reinforcement including cutting, bending, hooking and tying Rupees Seventy Three

complete as per detailed drawings for the following.(A) Piers Thousand Eight Hundred

(B) Abutments © R.C.C. Returns Fifty Eight and Sixty Nine

Providing and laying in position FE 550D TMT bar

reinforcement including cutting, bending, hooking and tying Rupees Seventy Three

complete as per detailed for the following. (A) Abutment cap Thousand Eight Hundred

& Dirt wall. (B) Pier Cap. Fifty Eight and Sixty Nine

Providing and Fixing in Position FE 550D Dowel Bars in

Pier Caps or Abutment Caps for anchorage in fixed end as

Rupees Four Hundred

per Detail drawing Cutting, bending and welding complete

19 40.00 Nos. 437.33 Thirty Seven and Thirty

Three Paise Only

Providing and Fixing in Position Fe 550D Dowel Bars in

Pier Caps or Abutment Caps for anchorage in free end as per Rupees Four Hundred

20 Detail drawing Cutting, bending and welding complete as 40.00 Nos. 494.90 Ninety Four and Ninety

Directed. Paise Only

Providing and laying filter media 600 mm thick as directed

Rupees One Thousand

at the back of abutments returns and wing walls as per

21 352.00 Sqm 1342.40 Three Hundred Forty Two

detailed specifications.

and Forty Paise Only

Providing and laying weep hole in abutment and returning

by using A.C. pipes of 100 mm. diameter including laying in

proper grade and joining etc. complete as per detailed Rupees Ninety One and

specification. Thirty Two Paise Only

Providing and laying TAR paper below solid slab Rupees Sixty and Sixty

Providing and casting in situ controlled cement concrete

M30 for R.C.C. Solid Slab including Rupees Five Thousand Six

24 centering,Scaffolding,Curing and finishing complete. 671.00 Cum 5634.79 Hundred Thirty Four and

Seventy Nine Paise Only

Providing and placing in position FE 550D TMT Bar

Rupees Seventy Three

reinforcement including cutting, bending, hooking and tying

Thousand Two Hundred

25 complete as per detailed drawing and specification (A) Solid 47.00 MT 73243.02

Forty Three and Two Paise

Providing and placing in position FE 550D TMT Bar

reinforcement including cutting, bending, hooking and tying Rupees Seventy Three

complete as per detailed drawing and specification (A) Solid Thousand Two Hundred

26 Slab,(B) RCC Kerb (C) RCC Approach Slab (D) Wearing 25.58 MT 73243.02

Forty Three and Two Paise

Providing Pre-moulded asphalt filler joints as per Rupees Seven Hundred

27 drawings.(A) 20mm thick 64.00 Sqm 770.14 Seventy and Fourteen Paise

Providing and casting in situ controlled cement concrete

M40 for average 100 mm. thick wearing coat laid as Rupees Five Thousand

directed including tamping vibrating finishing curing and Seven Hundred Forty Three

filling in joints with bitumen complete. and Eighty Seven Paise

Providing Crash Barrier of controlled cement concrete M40

as per detailed with necessary reinforcement including Rupees Five Thousand

29 shuttering laying vibrating and finishing to line and level 79.80 Cum 5310.58 Three Hundred Ten and

complete. (i) cast in situ. Fifty Eight Paise Only

Providing Pvc. 100 mm diameter water spouts including Rupees One Hundred Fifty

30 necessary iron gratings as per drawings. 42.00 Nos. 159.37 Nine and Thirty Seven

Supplying and laying of Extruded Biaxial Polypropylene

Geogrid for base/sub-base reinforcement of having

minimum tensile strength 40kN/m in the longitudinal and

transverse direction and confirming to MORTH Rupees One Hundred

31 specifications, laid in layers below approach slab, above or 1373.00 Sqm 194.93 Ninety Four and Ninety

in WMM layer of flexible pavement, etc. with all necessary Three Paise Only

tools to complete the work as per drawing.

Providing and applying of painting on concrete surface

(P&L of 2 coat of water base cement paint to un plastered

concrete surface after cleaning the surface of 1997.00 Rupees Forty Seven and

dirt,dust,oil,greese,efflorescence and appling paint @ 1 lit Forty Seven Paise Only

Providing and applying one coat of Epoxy phenolic primer

of DFT 50 microns and two coats of Epoxy phenolic coating

of DFT 100 microns each for RCC Element or any other

equivalent epoxy coating system to all concrete surfaces

exposed to atmosphere in substructure and superstructure

including cost of material labour, transportation,scaffolding

and preparing the surface by cleaning, washing, brushing, Rupees One Hundred Fifty

33 sand/grit blasting etc complete and as directed by engineer 660.00 Sqm 159.58 Nine and Fifty Eight Paise

and as per specification. ( Paint shall be approved from Only

Engineer and tested from approved Laboratory) (Total DFT

Providing fusion bonded Epoxy coating not less than

micron thickness and up to 300 micron to reinforcement

bars as per IS-13620- 1993/ASTM-775 M including testing Rupees Ten Thousand One

34 55.00 MT 10162.62 Hundred Sixty Two and

of coating at plant and all taxes (A) 10mm to 16mm dia bar

Sixty Two Paise Only

Providing fusion bonded Epoxy coating not less than

micron thickness and up to 300 micron to reinforcement Rupees Seven Thousand

bars as per IS-13620- 1993/ASTM-775 M including testing Two Hundred Ninety Six

of coating at plant and all taxes (B) 20mm to 32 mm dia bar and Twenty Four Paise

Providing and casting in situ controlled cement concrete

M30 for approach slab including form work curing and Rupees Five Thousand

36 finishing complete. 23.00 Cum 5442.89 Four Hundred Forty Two

and Eighty Nine Paise Only

Dismentaling the existing structure including removing and

stacking the dismentelled materials as and where directed. Rupees Nine Hundred

37 (A) R.C.C. work 480.00 Cum 978.15 Seventy Eight and Fifteen

Removing all types of Hume pipes and staking within a lead

of 1000m including Earthwork and dismentling of Rupees Three Hundred

38 Masonory work as per Technical Specification clause 202. 150.00 Cum 309.21 Nine and Twenty One

(A) Pipes above 600 mm dia & up to 900 mm dia. Paise Only

Clearing and grubbing road land including uprooting trunk

vegetation, grass bushes, shrubs, sapligs and trees girth upto

Rupees Twenty Eight

300 mm removal of stumps of trees cut earlier & disposal of

Thousand Four Hundred

39 unserviceable material. (C) By Mechanical means in area of 0.18 Hec. 28455.09

Fifty Five and Nine Paise

Earthwork in cuting in all sorts of soil and soft murrum

including conveying and spreading the stuff, embankment as Rupees One Hundred

40 and where directed within 200meters from the end of the 407.00 Cum 137.33 Thirty Seven and Thirty

cutting with all required lead and lift. Three Paise Only

Earth work for embankment including breaking clods

dressing with all lead & lifts and including watering rolling

and consolidation of sub grade in layers of O.M.C. to Rupees One Hundred

41 required dry density including filling in depressions which 4406.00 Cum 182.14 Eighty Two and Fourteen

occure during the process using vibratory roller 80 to 100 Paise Only

KN (E) From borrow area within 3.00 Km Lead.

Supplying, stacking & spreading Hard murrum on road side

for hard side shoulder of work as per specification including Rupees Six Hundred

42 rolling & watering complete. 35.00 Cum 695.89 Ninety Five and Eighty

Nine Paise Only

Providing and laying Granular Sub Base Grade I by

providing course graded material conforming to Table 400-2

of MOST specification of grading I,using material Rupees One Thousand Two

43 combination of crushed aggregate, stone dust etc. as 231.00 Cum 1230.18 Hundred Thirty and

required gradation including spreading,watering & Eighteen Paise Only

consolidation by vibratory roller in grade and camber as

Providing and laying of Wet Mix Macadam base course as

per MORTH specification using machine crushed B.T. chips

as per required gradation, mixing with required optimum

quantity of water, conveying the mix to site of work,

Rupees One Thousand One

spreading in to grade and camber with paver/mechanical

44 370.50 Cum 1196.85 Hundred Ninety Six and

means and consolidation each layer with vibratory roller to

Eighty Five Paise Only

aschieve the desired density including cost of material

labour plant and equipment etc. complete.

Providing and applying primer coat with Bitumen emulsion

(SS-I) on prepared surface of granular base including

cleaning of road surface and spraying primer at the rate of

7.50 kg/ 10sqmt using mechanical means as per Technical Rupees Ninety Five and

45 Specification Clause 502. (Hincol made only ) (ii) Medium 1425.00 Sqm

Seventy Five Paise Only

Providing & laying bituminious base course 75 mm thick

compacted in single layer asphalt VG-30 grade at 1.99 % by

weight of mix for mixing and 4.0 kg/10 smt VG-30 grade

Asphalt for tack coat & using B.T. chips of required

gradation including cleaning and heating asphalt, premix Rupees Two Thousand Six

46 material by drum mix process in proper gradation and laying 214.00 MT 2650.24 Hundred Fifty and Twenty

with paver finisher including rolling and consolidation with Four Paise Only

8-10 tonne vibratory roller and providing all material

equipment, tools, and plants, fire wood, oil, kerosene labour

charges etc. complete using contractor's own machinaries,

drum mix plant and paver finisher etc. complete.

Providing, laying 50.00 mm thick compacted Bituminous

Macadam considering 0.66 cmt./10Smt. Stone chips for one

M.ton as per specification,VG-30 using the asphalt at rate

34.00 Kg/M.ton (i.e. 3.40% by weight of total mix) for

mixing and RS-I for tack coat at rate 2.5 Kg/ 10sq.mt.

including heating and mixing the asphalt and stone

aggregates by continuous batching of drum mix plant and Rupees Three Thousand

47 transporting and spreading the same by paver finisher and 157.00 MT 3536.31 Five Hundred Thirty Six

consoli-dation with vibratory roller with necessary and Thirty One Paise Only

equipments oil, kerosene,fire wood labour charges etc

comp.with contractor's own machineries and equipment

tools etc. complete in accordance with the requirement.

Providing & laying 25mm thick compacted Semi Dense

Bituminous concrete (SDBC) using crushed stone aggregate

as per MORT & H gradation and bitumen VG-30 at the rate

of 5.00% ( i.e. 50 Kg/MT) by weight of total mix using hot

mix hot laid process including heating the asphalt and Rupees Four Thousand Six

48 aggregate by continuous batching mixing by drum mix plant 82.00 MT 4636.71 Hundred Thirty Six and

and transporting the mix and spreading the same by paver Seventy One Paise Only

finisher & consolidation with power road roller including

providing & laying uniform tack coat including the cost and

using all necessary equipments tools, plants, including cost

of all materials firewood, oil, lubricants, labour charges etc.

Providing and laying asphalt painting on B.T. surface with

bitumen VG-30 at rate of 5 Kg/10 sqmt. of bitumen and Rupees Forty Four and

49 spreading stone dust on painting surface at the rate of 0.03 1425.00 Sqm

Ninety Seven Paise Only

Cu.mt /10 Sqmt.

Providing and laying 22.5 cms thick dry stone pitching

including preparing the surface with 15 cms thick murrum

beding and including watering and providing 30 cms x

cms rubble masonary pannel in cement mortor 1 : 5 at

meter center to center vertically & Horizontally and filling Rupees Nine Hundred

50 the voids of rubble with quarry spalls and murrum including 482.90 Sqm 961.52 Sixty One and Fifty Two

ramming and watering with flush pointing on dry stone Paise Only

pitching and uncoursed stone masonary with C.M. 1:3 (1

Cement:3 Sand) etc. complete. (Including Supplying and

Spreading Murram)

Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culverts carrying heavy traffic Rupees Three Thousand

51 as per IS 458-1991 specifications including setting the pipes 90.00 Rmt 3469.26 Four Hundred Sixty Nine

in C.M. 1:2 watering and laying (to evel or slopes) of class and Twenty Six Paise Only

NP3 of following internal daimeters.(vii) 1200mm dia.

Excavation for foundation upto 1.5 mt. depth including

sorting out and stacking of useful materials and Rupees One Hundred Sixty

52 disposing of the excavated stuff by Engineer in charge with 717.80 Cum 160.89

and Eighty Nine Paise Only

all lead and lift in. (2) Dense or hard soil

Providing & filling in foundation with ordinary cement

concrete M 100 mix & providing necessary vertical pin Rupees Three Thousand

headers including formwork, vibrating ramming and curing Three Hundred Sixty Two

53 complete. 71.80 Cum 3362.25

and Twenty Five Paise

Provading & casting in situ ordinary cement concrete M

150 mix and providing necessary pinheaders including

shuttering scaffolding laying vibrating and finishing without Rupees Three Thousand

54 V-Grooves. (A) Heigth from 0.0 m to 5.0m for head wall of 704.70 Cum 3939.00 Nine Hundred Thirty Nine

Providing and laying in position FE 550D TMT bar

reinforcement including cutting, bending, hooking and tying Rupees Seventy Three

complete as per detailed drawings for the following.(A) Thousand Eight Hundred

R.C.C. Returns Fifty Eight and Sixty Nine

Filling available excavated earth (Excluding Rock) in

trenches, Plinth, sides of foundations etc. in layers not Rupees One Hundred

56 exceeding 20 cm in depth consolidating each disposited 717.80 Cum 137.47 Thirty Seven and Forty

layer by ramming and watering. Seven Paise Only

Informatory Signs :-Providing and fixing sing boards made

out of 2mm aluminium sheet; size 80 x 60cms. rectangle as

per the design of IRC-67-1977 pre treated with phospheting

process & acid teching; coated with one coat of epoxyprimer

and two coats of best qualityepoxy paint; reflectorised with

retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand postand frame fabricated

from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm

as required; painted with best qualityepoxy coatings in black Rupees Three Thousand

57 and whitebends. the details of symbol for eachboard shall 2.00 Nos. 3856.90 Eight Hundred Fifty Six

details of symbol for eachboard shall be as per the and Ninety Paise Only

instruction ofengineer in charge. The fixing at site shall be

in 1:2:4 CC block of size 45 x45 x 60cms. for each leg.

including excavation curing tec. complete under the

supervision of engineer in charge. (A) Engineer

Cautionary Warning Sign :-Providing and fixing sing boards

made out of 2mm aluminium sheet; size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-67-1977. Pre

treated with phospheting process & acid etching; coated

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

epoxy paint ;reflectorised with retro refiectivesheeting as per

latest M.O.S.T.Specifications; 3.1m long stand postand Rupees Three Thousand

58 frame fabricated from suitable sizeiron angle of 35 x 35 x 2.00 Nos. 3808.66 Eight Hundred Eight and

3mm, 75 x 75 x 6mm as required; painted with bestquality Sixty Six Paise Only

epoxy coatings in black andwhite bends. The details of

symbol foreach board shall be as per theinstruction of

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

blockof size 45 x 45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the supervision of

engineer in charge.(A) Engineer Grade...........................

Hazard Marker Sign :-Providing and fixing sing boards

made out of 2mm aluminium sheet; size 90 x 30cms.

rectangle as as per the design/drawing attached (IRC)

pretreated with phospheting process & acid etching; coated

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

epoxy paint; reflectorised with retro refiective sheeting as

per latest M.O.S.T. Specifications; 3.1m long stand post and Rupees Two Thousand

frame fabricated from suitable size iron angle of 35 x 35 x Four Hundred Twenty

3mm & 50 x 50 x 5mm painted with best quality epoxy Three and Seventy Four

coatings The fixing at site shall be in 1:2:4 CC block of size Paise Only

45x45x 60cms. for each leg. including excavation curing

etc. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

Place ideatification sign :-Providing and fixing sing boards

made out of 2mm aluminium sheet; size 150 x 90cms.

rectangle as as per the design of IRC-67-1977 pre treated

with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy

paint; reflectorised with retro refiective sheeting as per latest

M.O.S.T. Specifications; Letters and numerals should be as

per IRC-30-1968, 3.1m long (2 nos) stand post and frame

fabricated from suitable size iron angle of 50x50x5mm Rupees Nine Thousand

60 75x75x6mm as required; painted with best quality epoxy 2.00 Nos. 9390.66 Three Hundred Ninety and

coatings in black and white bends. the details of symbol or Sixty Six Paise Only

inscription / numerals for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be

in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg.

including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)...

Road Marking with hot thermoplastic paints with

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplasic compound 2.5 mm thick

including refectorising glass beads @ 250 gms per sqm area,

thickness of 2.5 mm is excluding of surface applied glass

beds as per IRC:35-2015. The finished surface to be level,

uniform and free from streaks and holes. Zebra patta/bump

Patta lane/Centre line/ edge line/ Cut patta. The White color

marking should provide liminance coefficient on cement Rupees Three Hundred

61 road shall be min 130 mcd/m2/lux and Ashphalt road shall 72.00 Sqm 367.72 Sixty Seven and Seventy

be min. 100 mcd/m2/lux during the service life during the Two Paise Only

day time. The marking should meet the performance criteria

for night time reflectivity, wet reflectivity and skid

resistance as mentioned in section-15 of IRC-2015 Warrenty

For Reflectivity shall be Two Year.

Cat Eye / Road Stud/RPM: Supplying of MoIded Twin

Shanks Raised Pavement Markers made of polycarbonate

and ABS moulded body and reflective panels with MIcro

prismatic lens (No Glass bead lens) capable of providing

total internal reflection of the light entering the lens face and

shall support a load of 13635 kgs. tested in accordance to

ASTM D 4280 Type H and complying to Specifications of

Category A of MORTH Ci,cular No RW/NH/33023/10-97-

DO III Dt 11.06. 1997. The height, width and length shall

not exceed 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and andd Rupees Two Hundred

62 slope to the base shall be 35 +/-5 degree. The strength of 179.00 Nos. 217.40 Seventeen and Forty Paise

detachment of the integrated cylindrical shanks, (of diameter Only

not less than 19 +/- 2 mm and height not less than 30 +/-

mm) from the body is ro be a ninimum value of 500 Kgf:

Fixing will be by drilling holes on the road for the Shanks

to go inside, Without nails and using epoxy resin based

adhesive as per manufacrurer's recommendation and The

color of the marker should be as per he IRC 35-201S and as

directed by Engineer-In-charge.

Providing and fixing 'W' type safety barrier using M.S. iron

channel 150mm x 75m x 5mm size erected at 2.0 Mt. center

to center and providing 'W' shaped galvanised steel sheet

guard rail 3mm thick for crash barrier in single row as per

detailed drawing with fabrication and installation charges Rupees Three Thousand

63 including providing foundation block of size 0.60 x 0.60 x 200.00 Rmt 3468.34 Four Hundred Sixty Eight

0.75 Mt. in C.C. 1:2:4 and oil painting two coats with one and Thirty Four Paise Only

coat of red oxide etc complete.

Rs. Four Corer Seven Lack Fifty Five Thousand Fourty Four and Thirty Four Paise Only.

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent should be written in figures and

words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

Put to tender (Rs.) Rs…40755044.3388 Put to tender (Rs.) Rs.40755044.3388

Deduct ……. % below Rs…………………… Add ……. % Avove Rs…………..

Net Rs. …………………… Total Rs. ………….

*( please strike out whichever is not applicable)

Note :- 1 An Amount shall be recovered from the 1st RA Bill of this work -170500/- Rupees

towards salvage value of dismentalled material likely to be available from dismentalling the existing structure irrespective of the dismentalled

quantity actuallly received on site.

Note :- 2 All works shall be carried out as public works department Handbook and other specification of Division or as directed.

All the columns in schedule should be filled in ink or ballpen and the total of the entries in last column should be struck by the contractor under

Rate quated include clearance of site (Prior commencement of work and at its close) in all respects and hold good for work under all

conditions,site moisture, weather etc.

The Contractor shall exhibit a board as per Government Circular No. BDG/ 3277/ 1657/ N Dated 26/1/1997 S (M.GUJ) with detailed

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

Note :- 6 All controlled concrete shall be produced in a fully automatic Concrete batching and mixing plant only.

Note :- 7 To be continued on additional sheet,if found necessary.

Signatur Deputy Executive Engineer, Divisional Accountant Executive Engineer

e of R&B (Panchayat) Sub-Division R&B (Panchayat) Division Panchayat (R&B) Division

Bidder Ahwa Dang Dang