Package No.7 MMGSY 2024-25, Construction of Various Structure under Panchayat R&B Sub Division Limkheda, Dist: Dahod.

Name of Work:-Package 7-MMGSY 2024-25,

Construction of Various Structure under Panchayat R&B Sub Division Limkheda, Dist: Dahod.

Bill Of Quantity

Memorandum showing items of work to be carried out

Estimated Total Amount

Estimated Total Amount

Sr. No. Item Description Quantity Unit

In Figure In Words (₹)

Dismentaling the existing structure including

Hundred Fifty Two

1 removing and stacking the dismentelled materials as 313.00 Cum 952.51

and Fifty One Paise

and where directed. (B) R.C.C. Wall

Excavation for foundation upto 1.5 m depth Rupees Four

including sorting out and stacking of useful materials Hundred Fifty Eight

and disposing off the excavated stuff upto 50 Meter and Thirty Paise

lead.(D) Soft rock not requiring Blasting Only

Providing and casting in situ ordinary cement

concrete M-150 P.C.C for R.C.C. raft and cut off

3 80.20 Cum 3627.13 Hundred Twenty

walls including necessary shuttering laying, vibrating

Seven and Thirteen

ramming and curing complete..

Providing and Casting in situ controlled Cement Rupees Four

Concrete M-200 for R.C.C. Raft and cutt-off walls Thousand Four

including necessary shuttering laying, vibrating, Hundred Sixty and

ramming and curing complete. Sixty Paise Only

Providing and casting in situ controlled cement

concrete M-200 for R.C.C. return as per drawings Rupees Five

including centering shuttering, scaffolding where Thousand Sixty

necessary, laying vibrating, curing and finishing Eight and Thirty

complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2) Paise Only

Abutment (3) RCC return

Providing and casting in situ Controlled cement Thousand Three

6 concrete M. 250 for R.C.C. solid slab including 42.90 Cum 5313.21 Hundred Thirteen

centering scaffolding curing and finishing complete. and Twenty One

Providing and casting in situ Controlled cement Thousand Eight

7 concrete M 250 for kerb / kerb block including form 5.70 Cum 4830.22 Hundred Thirty and

work curing and finishing etc complete. Twenty Two Paise

Providing and casting in situ controlled cement Thousand Eight

8 concrete M250 for approach slab including form 17.70 Cum 4830.22 Hundred Thirty and

work curing and finishing complete. Twenty Two Paise

Providing and casting in situ controlled cement Rupees Five

concrete M-250 for average 100 mm thick wearing Thousand Two

9 coat laid as directed dincluding tamping, vibrating, 5.70 Cum 5247.25 Hundred Forty

finishing, curing and fillingin joints with bitumen Seven and Twenty

complete Five Paise Only

Provading & casting in situ ordinary cement Rupees Four

concrete M 200 mix and providing necessary Thousand One

10 pinheaders including , shuttering scaffolding laying 199.10 Cum 4153.83 Hundred Fifty

vibrating and finishing without V-Grooves. (A) Three and Eighty

Heigth from 0.0 m to 5.0m Three Paise Only

Providing and placing in position FE 550D TMT bar Rupees Seventy

reinforcement including cutting, bending, hooking, Three Thousand

11 and tying complete as per detailed drawing. (A) Solid 47.23 MT 73243.02 Two Hundred Forty

Slab, (B) R.C.C. Kerb, (C) R.C.C. Footpath (D) Three and Two

R.C.C. Approach slab, (E) Wearing Coat. Paise Only

Providing fusion bonded Epoxy coating not less than Rupees Ten

175 micron thickness and up to 300 micron to Thousand One

12 reinforcement bars as per IS-13620- 1993/ASTM- 31.00 Sqm 10162.62 Hundred Sixty Two

775 M including testing of coating at plant and all and Sixty Two

taxes (A) 10mm to 16mm dia bar Paise Only

Providing fusion bonded Epoxy coating not less than Rupees Seven

175 micron thickness and up to 300 micron to Thousand Two

13 reinforcement bars as per IS-13620- 1993/ASTM- 67.00 Sqm 7296.24 Hundred Ninety Six

775 M including testing of coating at plant and all and Twenty Four

taxes (B) 20mm to 32 mm dia bar Paise Only

Provding P.V.C. 100 mm diameter water spouts Hundred Fifty Nine

including necessary iron gratings as per drawings. and Thirty Seven

Providing and laying weep hole in abutmemt and

Rupees Forty Nine

returning by using A.C. pipes of 100 mm. Diameter

15 462.00 Nos. 49.25 and Twenty Five

including laying in proper grade and joining etc.

comp as per detailed specifications.

Providing and laying filter media 600 mm thick as Thousand Two

16 directed at the back of abutments and returns and 708.60 Sqm 1268.86 Hundred Sixty

wing walls as per detailed specifications. Eight and Eighty

Providing and filling rubbles including hand packing

Thousand Eighty

17 and filling interstices with quarry spalls behind 10.30 Cum 1086.50

Six and Fifty Paise

abutments and between returns as directed.

Supplying Pre - Moulded Bituminious Joint Filler. Hundred Two and

(iii) 25 mm size Eighty Seven Paise

Providing and filling sand behind abutments and Hundred Seventy

between returns in layers as directed Eight and Eighty

Providing 22.5 cm thick dry stone rubble pitching Rupees One

including prepairing the surface and making pannels Thousand Three

20 of 3.00x3.00m with stone masonry in C.M.1:6 60.20 Sqm 1355.42 Hundred Fifty Five

including filling murrum and cement pointing in and Forty Two

C.M.1:3 etc. Complete Paise Only

Wall painting (two coats) with plastic emulsion paint

of approved brand and manufacture with on Rupees One

undecorated wall surface to give an even shade Hundred Twenty

including throughly brushing the surface free from Two and Fourteen

mortar droppings and other foreign matter and sand Paise Only

papered smooth along ceilings and sloping roofs.

Providing and maintaining a diversion road suitable

for traffic during the construction period of the Rupees Eight

Bridge/CD works, including necessary earthwork, Thousand Six

22 400 mm thick GSB-II, Carpet , Seal coat, NP4 55.00 Rmt 8611.63 Hundred Eleven

Hume pipes of 1200 mm dia, and diversion sign and Sixty Three

boards, all as per the instructions of the Engineer-in- Paise Only

Charge, complete.

Clearing and grubbing road land including up rooting Rupees Twenty

trunk vegetation,grassbushes,shrubs,sapling sand Eight Thousand

23 trees girth up to 300 mm removal of stumps of trees 0.11 Ha 28455.09 Four Hundred Fifty

cut earlier &disposal of unserviceable material.(C)By Five and Nine Paise

Mechanical means in the area of light jungle. Only

Earthwork in cuting in all sorts of soil and soft

murrum including conveying and spreading the stuff,

24 embankment as and where directed within 200meters 13.00 Cum 137.33

Seven and Thirty

from the end of the cutting with all required lead and

Three Paise Only

Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering,

rolling and consolidation of subgrade in layers at

25 O.M.C. to required dry density, including filling the 4099.75 Cum 182.14

Two and Fourteen

depressing, which occurs during the process using a

power roller of 8 tonnes to 10 tonnes all as per

Supplying, stacking & spreading Hard murrum on the

Hundred Three and

26 road side for hard side shoulder of work as per 34.00 Cum 903.42

Forty Two Paise

specification including rolling & watering complete.

Construction of granular sub-base Gr-I by providing

coarse graded B.T. machine crushed material

satisfying MOST specification of (grading I) using

materials (53 mm to 26.5 mm@ 35 percent, 26.5 mm

to 4.75 mm @ 45 percent, 2.36 mm below @

27 225.00 Cum 1369.37 Hundred Sixty Nine

percent) including spreading in uniform layer with a

and Thirty Seven

motor grader on a prepared surface, mixing by mix in-

place method with rotavator at OMC and compacting

with vibratory roller to achieve the desired density

Providing and laying cement concrete 1:4:8 (1:

cement: 4 coarse sand: 8 crushed stone aggregate

28 93.60 Cum 2824.43 Hundred Twenty

mm nominal size ) and curing complete excluding

the cost of formwork in (A) Foundation and plinth

Three Paise Only

Providing & Laying controlled cement concrete

M250 for C.C. road including curing & cost of form

work. Finishing the cement concrete road by trimix Rupees Five

process inclusive of labour charges for trimix Thousand One

vacuum dewatering process on cement concrete road Hundred Fifty Two

by using vacuum dewatering pump, surface floater, and One Paise Only

surface vibrator and Groove cutting as per direction

by engineer incharge & as per specification.

Providing and placing in position FE 550D TMT Bar

Two Thousand Six

reinforcement including, cutting, bending hooking

30 4.95 MT 72601.86 Hundred One and

and tying complete as per detailed drawings for raft

Eighty Six Paise

slab, pier, solid slab, kerb block, wearing coat etc.

Excavation for foundation in sand, gravel,clay soft

soils and murrum etc. includingshoring, strutting

31 dewatering as necessaryand disposing of the 280.40 Cum 523.28

Three and Twenty

excavated stuff asdirected.(A) Depth upto 3.0 M. and

Eight Paise Only

leadupto 100m for 10 Cum

Providing & filling in foundation with ordinary Rupees Three

cement concrete M 100 mix & providing necessary Thousand Four

vertical pin headers including formwork, vibrating Hundred Fifty Six

ramming and curing complete. and Six Paise Only

Provading & casting in situ ordinary cement Rupees Three

concrete M 150 mix and providing necessary Thousand Seven

33 pinheaders including , shuttering scaffolding laying 264.60 Cum 3783.76 Hundred Eighty

vibrating and finishing without V-Grooves. (A) Three and Seventy

Heigth from 0.0 m to 5.0m for head wall of causeway Six Paise Only

Providing and fixing guard stone as per I.R.C. type Rupees Three

34 design including white washing etc. complete. (i) 11.00 Nos. 350.80 Hundred Fifty and

Fixing in headwall. Eighty Paise Only

Providing and placing in position FE 550D TMT Bar

reinforcement including, cutting, bending hooking

35 56.37 MT 73858.69 Eight Hundred Fifty

and tying complete as per detailed drawings for raft

Eight and Sixty

slab, pier, solid slab, kerb block, wearing coat etc.

Nine Paise Only

Road Marking with hot thermoplastic paints with

reflectorizing glass beads on bitumen surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including refactoring glass

beads @ 250 gms per sqm area, thickness of 2.5 mm

excluding of surface applied glass beds as per

IRC:35-2015. The finished surface is to be level,

uniform, and free from streaks and holes. Zebra

36 patta/bump Patta lane/Centre line/ edge line/ Cut 93.00 Sqm 367.72

Seven and Seventy

patta. The White color marking should provide a

luminance coefficient on cement roads shall be min

130 mcd/m2/lux and on Ashphalt road shall be min.

100 mcd/m2/lux during the service life during the

day time. The marking should meet the performance

criteria for nighttime reflectivity, wet reflectivity,

and skid resistance as mentioned in section 15 of IRC-

2015 Warranty For Reflectivity shall be Two Year.

Supplying and fixing cat eye (Stimsonite) made out

from Acrilo beautile sterine injuction high Rupees Three

compressed molding with reflector made of MMC Hundred Seventy

(prismatic type of size 12cm x 6cm x 2.5cm) Five and Seventy

provided with bituminous adhesive 100g. with each Two Paise Only

unit for fixing. (High Intensity 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; Rupees Two

reflectorised with retro refiective sheeting as per Thousand Four

38 latest M.O.S.T. Specifications; 3.1m long stand post 8.00 Nos. 2423.74 Hundred Twenty

and frame fabricated from suitable size iron angle of Three and Seventy

35 x 35 x 3mm & 50 x 50 x 5mm painted with best Four Paise Only

quality epoxy coatings The fixing at site shall be in

1:2:4 CC block of size 45x45x 60cms. for each leg.

including excavation curing etc. 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 Rupees Three

latest M.O.S.T.Specifications; 3.1m long stand Thousand Eight

39 postand frame fabricated from suitable sizeiron angle 10.00 Nos. 3808.66 Hundred Eight and

of 35 x 35 x 3mm, 75 x 75 x 6mm as required; Sixty Six Paise

painted with bestquality epoxy coatings in black Only

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

x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of

engineer in charge.(B) Engineering Grade. (VR)

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

40 2.00 Nos. 3856.90 Hundred Fifty Six

3mm75x75x6mm as required; painted with best

and Ninety Paise

qualityepoxy coatings in black and whitebends. the

details of symbol for eachboard shall details of

symbol for eachboard shall be as per the 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

Providing and erecting 'W' metal beam crash barrier

comprising of 3 mm thick corrugated sheet metal

beam rail 70 cm above road/ground level fixed on

ISMC channel vertical post 150mm x 75m x 5mm Rupees Three

size erected at 2Mt. center to center,1.8 m high ,1.1 Thousand Four

41 m below ground /road /level , all steel parts and 120.00 Rmt 3466.15 Hundred Sixty Six

fitments to be galvanised by hot dip process , all and Fifteen Paise

fittings to confirm to IS:1367 and IS 1364, metal Only

beam rail to be fixed on the vertical post with a

spacer of chsnnel section 150x75x5 mm,330mm long

complete as per clause

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

42 1.00 L.S. 25250.00 Five Thousand Two

reference pillars, establishing bench marks,

Hundred Fifty Only

establishing foundation layout on ground, including

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 Hundred Sixty Six

deisign including painting complete and Ninety Paise

Providing and fixing marble slab including engraving Thousand Twelve

letters / numbers, painting complete. and Sixty Five

Providing masonry steps with cement pointing on Hundred Thirty

approaches on both ends as directed. Five and Ninety

Nine Paise Only

Excavation in Large Boulders and soft to medium Rupees Seven

rock by wedging including Shoring and Strutting and Hundred Thirty

dewatering as necessary and disposing of the Three and Sixty

Excavated stuff as directed. Two Paise Only

Excavation in Hard Rock By Dry-Wet blasting and Rupees One

chiselling including dewatering preparing foundation Thousand Seven

47 base by Proper benching and stepping and disposing 417.00 Cum 1715.19 Hundred Fifteen

of the Excavated stuff as directed.(A) Blasting and Nineteen Paise

Prohibited. Only

Providing and fixing FE 550D dowel bars of

minimum 32 mm dia for anchoring by drilling holes

Hundred Forty Five

48 in foundation strata including necessary bending, 317.00 Rmt 545.40

and Forty Paise

hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

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,

49 297.00 Cum 4725.79 Hundred Twenty

consolidating with mechanical vibrators, curing,

Five and Seventy

deshuttering carefully, making good the damages,

Nine Paise Only

fixing embedment, inserts, pockets, wherever

necessary as per specification and drawing.

Providing and filling trenches of Labour charges - Thousand Five

50 Excavator in rocky strata with ordinary cement 76.00 Cum 3521.87 Hundred Twenty

concrete M-15 One and Eighty

Seven Paise Only

Providing and casting in situ controlled cement

concrete M30 for RCC return as per drawings

including centering shuttering scaffolding where

51 183.00 Cum 5332.80 Hundred Thirty

necessary laying vibrating curing and finishing

complete (A) Height from 0.0 to 5.0 m.(1) Piers (2)

Abutment (3) RCC return.

Providing and casting in situ controlled cement

concrete M30 for RCC return as per drawings

including centering shuttering scaffolding where

52 8.00 Cum 5649.94 Hundred Forty Nine

necessary laying vibrating curing and finishing

and Ninety Four

complete (A) Height from 5.0 to 10.0 m.(1) Piers (2)

Abutment (3) RCC return.

Providing and casting in-situ controlled cement

concrete of M30 grade for RCC work in pier cap,

abutment cap, dirt wall including controlled cement

concrete M40 bed blocks or pedestal of required size

53 66.00 Cum 5412.59 Hundred Twelve

below bearing as per detailed drawings centering,

shuttering, scaffolding wherever necessary, laying,

vibrating, curing, finishing,complete as per

Providing and Fixing in Position FE 550D Dowel Rupees Four

Bars in Pier Caps or Abutment Caps for anchorage in Hundred Thirty

fixed end as per Detail drawing Cutting, bending and Seven and Thirty

welding complete as Directed. Three Paise Only

Providing and Fixing in Position FE 550D Dowel Rupees Four

Bars in Pier Caps or Abutment Caps for anchorage in Hundred Ninety

fixed end as per Detail drawing Cutting, bending and Four and Ninety

welding complete as Directed. Paise Only

Rupees Sixty and

56 Providing and laying TAR paper below solid slab 56.00 Sqm 60.60

Sixty Paise Only

Providing and casting in situ controlled cement Thousand Four

57 concrete M30 for R.C.C. Solid Slab including 320.00 Cum 5472.18 Hundred Seventy

centering,Scaffolding,Curing and finishing complete. Two and Eighteen

Providing Pre-moulded asphalt filler joints as per Hundred Seventy

drawings.(A) 20mm thick and Sixty Paise

Providing and casting in situ controlled cement

concrete M40 for average 100 mm. thick wearing

59 coat laid as directed including tamping vibrating 37.00 Cum 5565.10

Hundred Sixty Five

finishing curing and filling in joints with bitumen

and Ten Paise Only

Providing Crash Barrier of controlled cement Rupees Five

concrete M40 as per detailed with necessary Thousand One

60 reinforcement including shuttering laying vibrating 30.00 Cum 5147.97 Hundred Forty

and finishing to line and level complete. (i) cast in Seven and Ninety

situ. Seven Paise Only

Supplying and laying of Extruded Biaxial

Polypropylene Geogrid for base/sub-base

reinforcement of having minimum tensile strength Rupees One

40kN/m in the longitudinal and transverse direction Hundred Ninety

and confirming to MORTH specifications, laid in Nine and Ninety

layers below approach slab, above or in WMM layer Eight Paise Only

of flexible pavement, etc. with all necessary tools to

complete the work as per drawing.

Providing and casting in situ controlled cement Thousand Two

62 concrete M30 for approach slab including form work 23.00 Cum 5264.12 Hundred Sixty Four

curing and finishing complete and Twelve Paise

Providing and applying of painting on concrete

surface (P&L of 2 coat of water base cement paint to Rupees Forty Seven

63 un plastered concrete surface after cleaning the 197.00 Sqm 47.47 and Forty Seven

surface of dirt,dust,oil,greese,efflorescence and Paise Only

appling paint @ 1 lit for 2 sqm.

Providing and laying of Wet Mix Macadam base

course as per MORTH specification using machine

crushed B.T. chips as per required gradation, mixing Rupees One

with required optimum quantity of water, conveying Thousand Five

64 the mix to site of work, spreading in to grade and 126.80 Cum 1521.06 Hundred Twenty

camber with paver/mechanical means and One and Six Paise

consolidation each layer with vibratory roller to 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 Rupees Sixty Three

65 primer at the rate of 7.50 kg/ 10sqmt using 487.50 Sqm 63.63 and Sixty Three

mechanical means as per Technical Specification Paise Only

Clause 502. (Hincol made only ) (ii) Medium

Providing & laying bituminious base course 37.5 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 Rupees Two

heating asphalt, premix material by drum mix Thousand Five

66 process in proper gradation and laying with paver 37.00 MT 2528.03 Hundred Twenty

finisher including rolling and consolidation with 8-10 Eight and Three

tonne vibratory roller and providing all material Paise Only

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

labour charges etc. complete using contractor's own

machinaries, drum mix plant and paver finisher etc.

Providing, laying 25mm thick compacted bituminous

carpet considering 0.66 cmt./10Smt. Stone chips for

one M.ton as per specification, using the asphalt at

rate 33.60 Kg/M.ton (i.e. 3.36% by weight of total

mix)and asphalt for tack coat at rate 2.5 Kg/ 10sq.mt. Rupees Three

including heating and mixing the asphalt and stone Thousand One

67 aggregates by continuous batching of drum mix plant 26.00 MT 3179.48 Hundred Seventy

and transporting and spreading the same by paver Nine and Forty

finisher and consoli-dation with vibratory roller with Eight Paise Only

necessary 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 and laying seal coat with B.T.

aggregate as specified using aggregate at the rate of

0.18 Cu.mt./10 Sq. mt. and bitumen grade VG-30

for mixing with aggregate at the rate of 4.50 % i.e. Rupees Three

45.00 Kg. / M.T including heating & mixing in hot / Thousand Four

68 drum mix plant & transporting & sreading the same 14.00 MT 3471.37 Hundred Seventy

by paver finisher & consolidation with vibratory One and Thirty

roller incl. necessary firewoood, oil, lubricants, Seven Paise Only

labour charges etc. using contractor's own drum mix

plant, machineries & equipment, tools etc. complete

in accordance with the requirement of specification.

Providing and laying asphalt painting on B.T. surface

Rupees Thirty Four

with bitumen VG-30 at rate of 5 Kg/10 sqmt. of

69 487.50 Sqm 34.67 and Sixty Seven

bitumen and spreading stone dust on painting surface

at the rate of 0.03 Cu.mt /10 Sqmt.

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,

Hundred Seventeen

70 130 mm and 130 mm and with minimum reflective 35.00 Nos. 217.40

and Forty Paise

area of 13 Sqcm on each side and andd slope to the

base shall be 35 +/-5 degree. The strength of

detachment of the integrated cylindrical shanks, (of

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

less than 30 +/- 2 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.

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…24475133.183 Put to tender (Rs.) Rs.24475133.183

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 -400870.05/- 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 his signature.

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)

Note :- 5 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.

The Contractor is solely responsible to bare all applicable taxes i.e. G.S.T. etc. and Department will not entertain any

contractor representation to reimburse any financial burden due to applicable taxes i.e. G.S.T. etc. NOT APPLICABLE

Note :- 8 To be continued on additional sheet,if found necessary.

Deputy Executive Engineer, Executive Engineer,

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