Package 2 - MMGSY 2025-26, Construction of Various structure under Panchayat R&B division Halol, Kalol, Shahera, Dist. Godhra

Name of Work:-Package 2-MMGSY 2025-26,

Construction of Various Structure under Panchayat R& B Sub Division Halol, Kalol & Shahera, Dist: Godhra.

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

Dismentaling the existing structure including removing

Hundred Eighty Nine

1 and stacking the dismentelled materials as and where 1958.00 Cum 389.74

and Seventy Four

directed. (B) Rubble Masonry

Dismentaling the existing structure including removing Rupees Eight

2 and stacking the dismentelled materials as and where 856.50 Cum 886.05 Hundred Eighty Six

directed. (B) R.C.C. Wall and Five Paise Only

Excavation for foundation upto 1.5 m depth including

Rupees Five Hundred

sorting out and stacking of useful materials and

3 2625.10 Cum 507.53 Seven and Fifty

disposing off the excavated stuff upto 50 Meter

Three Paise Only

lead.(D) Soft rock not requiring Blasting

Excavation for foundation for depth from 1.5 m to

Rupees Five Hundred

m including sorting out and stacking of useful materials

4 185.79 Cum 529.04 Twenty Nine and

and disposing off the excavated stuff upto 50 Meter

Four Paise Only

lead. (D) Soft rock not requiring Blasting

Excavation for foundation in sand, gravel,clay soft soils

and murrum etc. including shoring, strutting dewatering Rupees Four

as necessary and disposing of the excavated stuff as Hundred Eighty Six

directed.(A) Depth upto 3.0 M. and lead upto 100m for and Seventy Seven

10 Cum Paise Only

Providing and casting in situ ordinary cement concrete

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

6 731.20 Cum 3586.18 Hundred Eighty Six

including necessary shuttering laying, vibrating

and Eighteen Paise

ramming and curing complete..

Providing and filling in foundation with ordinary

cement concrete M.100 mix and providing necessary

7 468.00 Cum 3211.99 Hundred Eleven and

vertical pin headers including form work vibrating

Ninety Nine Paise

ramming and curing complete.

Providing and casting in situ controlled cement concrete

M.250 for R.C.C. raft and cutt off walls as per drawing

8 1503.70 Cum 4493.19 Hundred Ninety

including necessary shuttering laying, vibrating,

Three and Nineteen

ramming and curing complete.

Provading & casting in situ ordinary cement concrete

M 150 mix and providing necessary pinheaders

including , shuttering scaffolding laying vibrating and

9 4762.00 Cum 3785.34 Hundred Eighty Five

finishing without V-Grooves. (A) Heigth from 0.0 m to

and Thirty Four

5.0m for head wall of causeway

Providing and casting in situ ordinary cement concrete

M.200 mix and providing necessary pin headers

10 including shuttering, scaffolding, laying, vibrating and 1955.70 Cum 4155.04

Hundred Fifty Five

finishing without "V" grooves height 0.0 mt. to

and Four Paise Only

Providing and casting in situ controlled cement concrete

M-250 for R.C.C. return as per drawings including Rupees Four

centering shuttering, scaffolding where necessary, Thousand Six

laying vibrating, curing and finishing complete.(A) Hundred Sixty and

Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) Seventeen Paise Only

Providing and casting in situ Controlled cement Thousand Three

12 concrete M. 250 for R.C.C. solid slab including 1179.70 Cum 5386.58 Hundred Eighty Six

centering scaffolding curing and finishing complete. and Fifty Eight Paise

Providing and casting in situ Controlled cement Thousand Seven

13 concrete M 250 for kerb / kerb block including form 84.60 Cum 4763.87 Hundred Sixty Three

work curing and finishing etc complete. and Eighty Seven

Providing and casting in situ controlled cement concrete Thousand One

14 M250 for approach slab including form work curing 133.90 Cum 4122.32 Hundred Twenty

and finishing complete. Two and Thirty Two

Providing and casting in situ controlled cement concrete

M-250 for average 100 mm thick wearing coat laid as

15 178.60 Cum 5174.73 Hundred Seventy

directed dincluding tamping, vibrating, finishing,

curing and fillingin joints with bitumen complete

Seventy Three Only

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

reinforcement including cutting, bending, hooking, and Thousand Six

16 tying complete as per detailed drawing. (A) Solid Slab, 189.39 MT 72601.86 Hundred One and

(B) R.C.C. Kerb, (C) R.C.C. Footpath (D) R.C.C. Eighty Six Paise

Approach slab, (E) Wearing Coat. Only

Providing and placing in position FE 550D TMT Bar

Three Thousand Two

reinforcement including, cutting, bending hooking and

17 355.46 MT 73217.51 Hundred Seventeen

tying complete as per detailed drawings for raft slab,

and Fifty One Paise

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

Providing fusion bonded Epoxy coating not less than Rupees Ten

175 micron thickness and up to 300 micron to Thousand One

18 reinforcement bars as per IS-13620- 1993/ASTM-775 274.07 10162.62 Hundred Sixty Two

M including testing of coating at plant and all taxes (A) and Sixty Two Paise

10mm to 16mm dia bar Only

Providing fusion bonded Epoxy coating not less than Rupees Seven

175 micron thickness and up to 300 micron to Thousand Two

19 reinforcement bars as per IS-13620- 1993/ASTM-775 272.24 7296.24 Hundred Ninety Six

M including testing of coating at plant and all taxes (B) and Twenty Four

20mm to 32 mm dia bar Paise Only

Rupees One Hundred

Provding P.V.C. 100 mm diameter water spouts

20 106.00 Nos. 159.37 Fifty Nine and Thirty

including necessary iron gratings as per drawings.

Seven Paise Only

Providing and laying weep hole in abutmemt and

Rupees Forty Five

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

21 3597.00 Nos. 45.82 and Eighty Two

including laying in proper grade and joining etc. comp

as per detailed specifications.

Providing and laying filter media 600 mm thick as Thousand One

22 directed at the back of abutments and returns and wing 4726.00 Sqm 1180.34 Hundred Eighty and

walls as per detailed specifications. Thirty Four Paise

Providing and laying rubble for appron (each stone Rupees One

23 weighting not less than 40 Kg.) including and packing 130.70 Cum 1010.60 Thousand Ten and

and filingin the interestices with quarry-spalls. Sixty Paise Only

Supplying Pre - Moulded Bituminious Joint Filler. (iii) Hundred Two and

25 mm size Eighty Seven Paise

Providing and filling sand behind abutments and Hundred Forty Five

between returns in layers as directed and Forty One Paise

Providing 22.5 cm thick dry stone rubble pitching Rupees One

including prepairing the surface and making pannels of Thousand Three

26 3.00x3.00m with stone masonry in C.M.1:6 including 552.50 Sqm 1307.93 Hundred Seven and

filling murrum and cement pointing in C.M.1:3 etc. Ninety Three Paise

Finishing wall with weather proof exterior emulsion

paint on wall surface (two coats) to give an required Rupees One Hundred

27 shape even shade after thoroughly brushing the surface 680.70 Sqm 114.53 Fourteen and Fifty

toremove all dirt, and remains of loose powdered Three Paise Only

materials. etc complete

Providing and maintaining a diversion road suitable for

traffic during the construction period of the Bridge/CD

works, including necessary earthwork, 400 mm thick

28 145.00 Rmt 9559.48 Hundred Fifty Nine

GSB-II, Carpet , Seal coat, NP4 Hume pipes of

and Forty Eight Paise

mm dia, and diversion sign boards, all as per the

instructions of the Engineer-in-Charge, complete.

Clearing and grubbing road land including up rooting Rupees Twenty Eight

trunk vegetation,grassbushes,shrubs,sapling sand trees Thousand Three

29 girth up to 300 mm removal of stumps of trees cut 0.67 28393.04 Hundred Ninety

earlier &disposal of unserviceable material.(C)By Three and Four Paise

Mechanical means in the area of light jungle. Only

Earthwork in cuting in all sorts of soil and soft murrum

Rupees One Hundred

including conveying and spreading the stuff,

Twenty Seven and

30 embankment as and where directed within 200meters 145.00 Cum 127.74

Seventy Four Paise

from the end of the cutting with all required lead and

Earthwork for embankment including breaking clods,

Rupees One Hundred

dressing with all lead and lift and including watering,

31 16833.90 Cum 164.68 Sixty Four and Sixty

rolling and consolidation of subgrade in layers at

Eight Paise Only

O.M.C. to required dry density, including filling the

Supplying, stacking & spreading Hard murrum on the Rupees Six Hundred

32 road side for hard side shoulder of work as per 63.00 Cum 672.61 Seventy Two and

specification including rolling & watering complete. Sixty One Paise Only

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 Rupees One

mm to 26.5 mm@ 35 percent, 26.5 mm to 4.75 mm @ Thousand Two

33 45 percent, 2.36 mm below @ 20 percent) including 1362.00 Cum 1215.93 Hundred Fifteen and

spreading in uniform layer with a motor grader on a Ninety Three Paise

prepared surface, mixing by mix in-place method with Only

rotavator at OMC and compacting with vibratory roller

to achieve the desired density etc. complete.

Road Marking with hot thermoplastic paints with

reflectorizing glass beads on bitumen surface providing

and laying a hot applied thermoplastic compound

Hundred Sixty Seven

34 mm thick including refactoring glass beads @ 250 gms 309.47 Sqm 367.72

and Seventy Two

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

Supplying and fixing cat eye (Stimsonite) made out

from Acrilo beautile sterine injuction high compressed Rupees Three

molding with reflector made of MMC (prismatic type Hundred Seventy

of size 12cm x 6cm x 2.5cm) provided with bituminous Five and Seventy

adhesive 100g. with each unit for fixing. (High Two Paise Only

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; reflectorised with retro

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

36 32.00 Nos. 2697.48 Hundred Ninety

Specifications; 3.1m long stand post and frame

Seven and Forty

fabricated from suitable size iron angle of 35 x 35 x

Eight Paise Only

3mm & 50 x 50 x 5mm painted with best 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 Grade(VR)...

Cautionary Warning Sign :-Providing and fixing sing

boards made out of 2mm aluminium sheet; size 90 x

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 Rupees Three

M.O.S.T.Specifications; 3.1m long stand postand frame Thousand Seven

37 fabricated from suitable sizeiron angle of 35 x 35 x 40.00 Nos. 3759.13 Hundred Fifty Nine

3mm, 75 x 75 x 6mm as required; painted with and Thirteen Paise

bestquality epoxy coatings in black andwhite bends. Only

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.(B)

Engineering Grade. (VR)

Providing and fixing 'W' metal double 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 size

erected at 1.5Mt. center to center,1.8 m high ,1.1 m

38 550.00 Rmt 3354.21 Hundred Fifty Four

below ground /road /level , all steel parts and fitments to

be galvanised by hot dip process , all fittings to confirm

to IS:1367 and IS 1364, metal beam rail to be fixed on

the vertical post with a spacer of chsnnel section

150x75x5 mm,330mm long complete as per clause

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

Hundred Forty Nine

39 design including white washing etc. complete. (i) 53.00 Nos. 349.11

and Eleven Paise

Fixing in headwall.

Providing and laying compacted WBM of Grading-I

MCBT metal of size 63 mm to 45 mm in required Rupees One

layers including using 16% stone screening 13.2 mm Thousand Five

40 size and 8% stone dust as filler including spreading 455.40 Cum 1510.81 Hundred Ten and

watering & consolidation by vibratory roller etc. as per Eighty One Paise

MoRTH Specification compelete as directed by Only

Engineer - in - Charge.

Providing and laying compacted WBM of Grading-II

MCBT metal of size 53 to 22.4 mm in required layers

including using 24% stone screening 11.2 mm size and

41 8% stone dust as filler including spreading watering & 817.10 Cum 1600.50

Hundred and Fifty

consolidation by vibratory roller etc. as per MoRTH

Specification compelete as directed by

Engineer - in - Charge.

Providing and applying evenly Priming coat with

emulsion asphalt at the rate of 7.50 Kg/ 10 Sq.m on Rupees Sixty One

42 road surface using emulsion SS-1 (Hincol Made) 6607.51 Sqm 61.34 and Thirty Four

pressure spreayer etc. complete including the cost of Paise Only

Providing & laying bituminious grouting 37.5 mm thick

compacted in single layer asphalt VG-30 grade at

% 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 material by drum mix process in proper

43 446.00 MT 2325.96 Hundred Twenty

gradation and laying with paver finisher including

Five and Ninety Six

rolling and consolidation with 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 37.5 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/ Rupees Two

10sq.mt. including heating and mixing the asphalt and Thousand Eight

44 stone aggregates by continuous batching of drum mix 151.00 MT 2863.91 Hundred Sixty Three

plant and transporting and spreading the same by paver and Ninety One Paise

finisher and consoli-dation with vibratory roller with 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 20mm thick mix seal surfacing

using stone chipping and aggregate as per MORT&H

specification and asphalt grade VG-30 (60/70) for Rupees Three

mixing at the rate of 5.09 % of total mix including Thousand Four

45 heating the aggregate and asphalt by drum mix plant 79.00 MT 3484.36 Hundred Eighty Four

and spreading the same by paver finisher and and Thirty Six Paise

consolidation with vibratory roller including providing Only

all materials, equipments, tools and plants, oil,

kerosene, fire wood, labour charges etc. complete

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. including

heating and mixing the asphalt and stone aggregates by

46 29.00 MT 2825.98 Hundred Twenty

continuous batching of drum mix plant and transporting

Five and Ninety

and spreading the same by paver finisher and consoli-

Eight Paise Only

dation with vibratory roller with 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

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

with aggregate at the rate of 4.50 % i.e. 45.00 Kg. / Rupees Three

M.T including heating & mixing in hot / drum mix Thousand One

47 plant & transporting & sreading the same by paver 138.00 MT 3125.52 Hundred Twenty

finisher & consolidation with vibratory roller incl. Five and Fifty Two

necessary firewoood, oil, lubricants, labour charges etc. Paise Only

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

with bitumen VG-30 at rate 5.00 Kg / 10.00 Sq.mt. of Rupees Thirty One

bitumen including spreading stone dust for painting and Four Paise Only

surface at rate of 0.03 cu.mt. / 10 sq.mt.

Excavation for foundation in hard murrum and boulders

Rupees Five Hundred

and very stiff or sticky, clays and other similar strata

49 including shoring and strutting and dewatering as 8351.00 Cum 582.22

Twenty Two Paise

necessary and disposing of the excavated stuff as

Providing and filling in foundation with ordinary

Cement concrete M‐150 mix and providing necessary

50 602.00 Cum 3582.47 Hundred Eighty Two

vertical pin headers including formwork, vibrating,

and Forty Seven

ramming and curing complete.

Providing Pre-moulded asphalt filler joints as per

51 39.00 Sqm 702.13 Hundred Two and

drawings.(A) 12mm

Thirteen Paise Only

Provision of an Reinforced cement concrete crash

barrier at theedges of the road, approaches to bridge

structures and medians,constructed with M-20 grade

concrete with HYSD reinforcementconforming to

IRC:21 and dowel bars 25 mm dia, 450 mm long

atexpansion joints filled with pre-moulded asphalt filler

52 837.00 Rmt 1380.67 Hundred Eighty and

board, keyed tothe structure on which it is built and

Sixty Seven Paise

installed as per design given inthe enclosure to MOST

circular No. RW/NH - 33022/1/94-DO III dated24 June

1994 as per dimensions in the approved drawing and

atlocations directed by the Engineer, all as specified (i)

M 25 Grade Concrete

Supplying and fixing reinforced concrete heavy duty Rupees Four

non-pressure pipes with collars for culverts including Thousand Six

53 setting and joining the pipes in C.M. 1:2 watering and 200.00 Rmt 4685.19 Hundred Eighty Five

laying (To level of slops of I.S. 458 / 1971 Class NP4 and Nineteen Paise

of following internal diameter. (iv) 900 mm dia. Only

Providing laying and rolling 25 mm thick open graded

premixed bitumineous carpet with B.T. aggregate as

specified and using bitumen for mixing with agreegate

at the rate of 3.36%i.e 33.60 kg/M.T. of total mix Rupees Two

including heating and mixing in drum mix plant and Thousand Seven

54 spreading the same with paver finisher and 218.00 MT 2703.77 Hundred Three and

consolidation with power roller including necessary Seventy Seven Paise

firewood, oil, lubricants, labour charges etc. using Only

contractor's own drum mix plant and equipment, tool

etc. completed in accordance with the requirement of

Providing and laying Compacted of Specified quarry Rupees Nine

Spall in side shoulder including carraige of material Hundred Thirty and

and spreading on prepared base including compacting Twenty One Paise

as per MOST Specification etc... complete. Only

Regulatory/Mandatory signs :Providing and fixing sing

boards made out of 2mm aluminium sheet; size 60cms.

diameter circle as per the design of IRC-67-1977 pre

treated with phospheting process & acid eteching;

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. Rupees Three

Specifications; 3.1m long stand post and frame Thousand Four

56 fabricated from suitable size iron angle of 35 x 35 x 16.00 Nos. 3439.81 Hundred Thirty Nine

3mm 75x75x6mm as required; painted with best quality and Eighty One Paise

epoxy coatings in black and white bends. the details of Only

symbol 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

Diversion sing board :-Providing & Fixing sign boards

made out of 2mm aluminium sheet, size 180 x 60 cms.

rectangle as per the attached drawing pre treated with

phospheting process & acid etching. coated with one

coat of epoxy priemr and two coats of best quality

epoxy paint reflectorised with retro reflective sheeting Rupees Six Thousand

as per latest M.O.S.T. Specifications; Letters and Seven Hundred

57 numerals should be as per IRC-30-1968,3.1m long 4.00 Nos. 6798.92 Ninety Eight and

(2nos) stand post and frame fabricated from iron angle Ninety Two Paise

of 35x35x3mm, 50x50x5mm painted with best quality Only

epoxy coatings in blak and white bends. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45x 60cms

for each leg, including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

Chevron sign:-Providing and fixing sign boards made

out of 1.5mm aluminium sheet/3mm ACP (Aluminum

composite Panel); size 60x50cm rectangular as per

design of IRC-67-2012. Pre treated with phospheting

process & acid etching, coated with one coat of epoxy

primer and two coats of best quality epoxy paint;

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T. Specifications; 3.3 mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe Rupees Three

as required and frame fabricated from suitable size iron Thousand Seven

58 angle of35x35x3mm; painted with bestquality epoxy 12.00 Nos. 3711.75 Hundred Eleven and

coatings in black and white bends, the details of symbol Seventy Five Paise

or inscription / numerals for each board shall be as per Only

the instruction 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 warranty

for 7 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for

the product offered shall be submitted by contractor.

(A) Class-B Type-4 Retro Reflective sheeting

Around the Island/road direction sign board (Big) :-

Providing & Fixing sign boards made out of 2mm

aluminium sheet, size 180 x 60 cms rectanglel as per the

attached drawing pre treated with phospheting process

& acid etching. coated with one coat of epoxy priemr Rupees Six Thousand

and two coats of best quality epoxy paint reflectorised Seven Hundred

59 with retro reflective sheeting as per latest M.O.S.T. 4.00 Nos. 6798.92 Ninety Eight and

3.1m long (2nos) stand post and frame fabricated from Ninety Two Paise

iron angle of 50x50x5mm, painted with best quality Only

epoxy coating the fixing at site shall be in 1:2:4 CC

block of size 45 x 45x 60cms for each leg, including

excavation curing etc. complete under the supervision

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

Men at work (Heavy) sign :-Providing and fixing sing

boards made out of 2mm aluminium sheet; size 120 x

90cms. rectangle as as per the attached drawing. 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

Rupees Six Thousand

and numerals should be as per IRC-30-1968, 3.1m long

One Hundred Forty

60 (2 nos) stand post and frame fabricated from suitable 4.00 Nos. 6141.20

size iron angle of 50 x 50 x 5mm painted with best

quality epoxy coatings in black and white bends. the

details of symbol or 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)...

Danger Plate Sign :-Providing & fixing sign board

made out of 2mm aluminium sheet, size 30cms

diameter circle, pretreated with phospheting process Rupees Four

and acid etching, painted with one coat of epoxy primer Hundred Fifty Six

and two coats of best quality epoxy paint reflectorised and Fifty Five Paise

with retro reflective sheeting as per latest M.O.S.T. Only

specifications (As per attached draiwng)(A) Engineer

Providing and laying Tack coat with Bitumen Emulsion

Rupees Twelve and

(RS-1) at the rate of 2.50 Kg / 10 Sq.M. on the prepare

62 6185.00 Sqm 12.73 Seventy Three Paise

bituminous surface etc complete as directed with all

labour and materials

Cat Eye / Road Stud / RPM: Supplying of 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

Circular No RW/NH/33023/10-97 - DO III Dt 11.06.

63 123.00 Nos. 217.40 Hundred Seventeen

1997. The height, width and length shall not exceed

and Forty Paise Only

mm, 130 mm and 130 mm and with minimum reflective

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

shall be 35 +/- 5 degree. The body of the marker should

having finger grip for easy and accurate placement and

application with epoxy / bituminous Adhesive as

recommended by the manufacturer of the marker. The

colour of the marker should be as per the IRC 35-2015

and as directed by Engineer-in-charge.

Flexible Median Marker : Providing and Fixing of

Flexible Median Marker that are made of tough, high

impact resistant, injection-moulded, thermoplastic body

with property of flexibility to provide high durability.

The dimension of Flexible Median Marker should not

exceed 18.4 cm in height(including shank height),12.5

Cm in width. ,0.65 cm in thickness and shank depth

shall be 3.4 cm The body structure shall be rounded at

all its corners and edges. The plastic used for molding

the Flexible Median Marker should survive impact load

of 5kg continuously for 750 times at room temperature.

The logo of the manufacturer shall be embossed on Rupees Two

either side of the body in the injection molding process. Hundred Seventy

The Median Marker shall have flame like shaped body One and Sixty Nine

with, fluorescent yellow color retro-reflective sheeting Paise Only

of size not less than 90 Cm square, with fully reflective

micro prismatic cube corners as its retro-reflective

elements as per IRC 67 2012 and ASTM D4956-09

type XI specifications reflectivity values. The retro-

reflective sheeting shall be one or both sides of the

Flexible Median Marker and shall be edge protected

with no exposed edges which will prevent edge lifting,

vandalism, sheeting damage, etc. The Flexible Median

Marker shall be fixed by a combination of epoxy

adhesive and grouting as recommended by

manufacturer and Engineer in charge.

Citizen's information Board Providing and fixing of

typical information board as per instruction.Two MS

plates of 1.6 mm thick,of 900 mm x 750 mm size fixed

at top and bottom duly welded with MS angles of

x25 x 5 mm thick M.S. plate shall be welded by welded

bt two vertical M.S.flats & four horizontal M.S. flates 5 Rupees Twenty Two

mm thick to 75 mm x 75 mm of 12 SWG square tubes Thousand Five

65 posts duly embedded in cement conctrete M-15 grade 2.00 Nos. 22562.39 Hundred Sixty Two

block of 600 mm x 600 mm x 75 mm,below ground and Thirty Nine

level.Painting New letters & figure of any shade with Paise Only

ready mixed synthetic enample paint of superior quality

in required shade and colour,All sections of framed

posts and steel tube will be painted with primer and two

coars of epoxy paints as per drawings clause 1701 and

Annexure 17001 (10.16)

Supply & fixing logo board of MMGSY diamond size

(600mm x 600mm) 16 Gauge & board plate size Rupees Four

(900mm x 250mm) 16 Gauge thick M.S plate and 2.40 Thousand Ninety Six

mt. deep length single angle 75 x 75 x 6 mm size and Fifty Six Paise

including fitting and painting lettering with luminous Only

color as per drawing etc.

STOP SIGN:-Providing and fixing sing boards made

out of 2mmaluminium sheet; size 90 x 90cms. rectangle

as per the designof IRC-67-1977 pre treated with

phospheting process & acidteching; coated with one

coat of epoxy primer and two coats ofbest quality epoxy

paint; reflectorised with retro refiectivesheeting as per

latest M.O.S.T. Specifications; 3.1m long standpost and Rupees Four

frame fabricated from suitable size iron angle of 35 x35 Thousand Six

x 3mm 75x75x6mm as required; painted with best Hundred Seventy Six

qualityepoxy coatings in black and white bends. the and Six Paise Only

details of symbolfor each board shall be as per the

instruction of engineer incharge. 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 Casting in situ controlled Cement Rupees Four

Concrete M-300 for R.C.C. Raft and cutt-off walls Thousand Six

including necessary shuttering laying, vibrating, Hundred Fifty Two

ramming and curing complete. and Six Paise Only

Providing and casting in situ controlled cement concrete

M-300 for R.C.C. return as per drawings including

centering shuttering, scaffolding where necessary,

69 662.00 Cum 5223.72 Hundred Twenty

laying vibrating, curing and finishing complete.(A)

Three and Seventy

Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3)

Providing and casting in situ controlled cement concrete

M-300 for R.C.C. return as per drawings including

centering shuttering, scaffolding where necessary,

70 250.00 Cum 5533.79 Hundred Thirty

laying vibrating, curing and finishing complete.(A)

Three and Seventy

Height from 5.0 to 10.0 M. (1) Piers (2) Abutment (3)

Nine Paise Only

Rolling & watering of earthwork in layers with power Rupees Twenty Two

71 roller including filling in depressions which occur 2194.00 Cum 22.49 and Forty Nine Paise

during the process. Only

Rupees Thirteen Crore Ninety Four Lakh(s) Ninety Five Thousand Six Hundred Eight And Paise Fifty Two 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…139495608.5226 Put to tender (Rs.) Rs.139495608.5226

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 -2026263.63/- 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) 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.

Signature Deputy Executive Engineer Deputy Executive Engineer Deputy Executive Engineer

of Bidder Panchayat (R&B) Sub Division Panchayat (R&B) Sub Division Panchayat (R&B) Sub Division

Halol Kalol Shahera

Executive Engineer

Panchayat (R&B) Division