Civil Work

Name Of Work :- Construction of Structure on Various road at Various Chainage in Padra Taluka Dist.:- Vadodara Pkg.No.

Under MMGSY(2025-26)

Taluka :Padra District : Vadodara

1 Construction of Protection Work on Muval Kanikuva Road Ta.:- Padra Dist.:-Vadodara

2 Construction of Box Culvert on Masar To Gajera Road Km. 0/400 to 0/600 Ta.:- Padra Dist.:- Vadodara

3 Construction of Slab Drain on Sapala Danoli Road (V.R.) at Chainage 2/800 to 3/000 Ta. :- Padra Dist. :- Vadodara

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Clearing and grubbing road land including uprooting rank vegetation grass 0.05 Ha 28455.09

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees

cut earlier and disposal of unserviceable materials (C) By mechanical means in

area of light jungle

2 Providing, laying and Spreading 150 mm Granular sub-base (Grade-I) by 58.00 Cum 1541.26

providing close graded M.C.B.T. material in single layer with motor graderon

prepared surface, mixing by mix in place method with rotovator at OMC and

compacted with vibratory roller 80 to 110 KN static weight to achieve desire

density etc completed.

3 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 mm 8.00 Cum 2136.15

to 45 mm in required layers including using 16% stone screening 13.2 mm size

and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

4 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 18.00 Cum 2170.49

22.4 mm in required layers including using 24% stone screening 11.2 mm size

and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

5 Providing and laying Compacted of Specified quarry Spall in side shoulder 5.00 Cum 1277.65

including carraige of material and spreading on prepared base including

compacting as per MOST Specification etc... complete.

6 Earthwork in cuting in all sorts of soil and soft murrum including conveying and 12.00 Cum 130.94

spreading the stuff, embankment as and wheredirected within 200meters from the

end of the cutting with allrequired lead and lift.

7 Earthwork for embankment including breaking clods, dressing with alllead and 1053.47 Cum 169.10

lift (including watering and consolidation) (C) From Borrowarea within All lead.

8 Rolling and watering of earthwork in layers with power roller including filling 139.00 Cum 22.73

indepressions which occur during the process.

9 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix 34.00 Cum 5057.07

C.C Road laid as directed including temping, vibrating, finishing, curing and

filling in joints with bitumen etc as per Engineer Incharge.

10 Citizen's information Board Providing and fixing of typical KPY information 1.00 Nos. 22997.70

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 25 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 mm thick to 75 mm x 75 mm of 12 SWG square tubes posts duly

embedded in cement conctrete M-15 grade block of 600 mm x 600 mm x

mm,below ground level.Painting New letters & figure of any shade with 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

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

11 Road marking with hot applied thermoplastic paints withreflectorising glass 29.88 Sq.mt 367.72

beads on bitumin surface providing and laying ahot applied thermoplastic

compound 2.5 mm thick includingreflectorising glass beads @ 250gms per sqm

area, thickness of2.5mm is excluding of surface applied glass beds as per IRC:35-

2015.The finished surface to be level, uniform and free from streaks andholes.

zebra patta /bump patta lane/center line/ edge line/cut patta.The white color

marking should provide liminance coefficinet oncemend road shalll be min

mcd/m2/lux and Asphalt road shall bemin 100 mcd/m2/lux during the service life

during the day time. Themarking should meet the performance criteria for night

timereflectivity, wet reflectivity and skid resistance as mentioned in thesection-15

of IRC 35-2015. Warranty for the Retro reflectivity shouldbe two years.

12 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 6.00 Nos. 3711.75

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 as required and

frame fabricated from suitable size iron angle of 35x35x3mm; painted with

bestquality 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 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

13 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 4.00 Nos. 2423.74

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 frame fabricated from suitable size iron angle of 35 x 35 x 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

14 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 10.00 Nos. 3808.66

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 frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x

x 6mm as required; painted with bestquality 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(VR)

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

15 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 23.00 Nos. 217.40

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.

1997. The height, width and length shall not exceed 20 mm, 130 mm and

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.

16 Supply & fixing logo board of MUKHYA MANTRI BORDER VILLAGE 1.00 No. 4139.99

UTKARSH YOJANA diamond size (600mm x 600mm) 16 Gauge & board plate

size (900mm x 250mm) 16 Gauge thick M.S plate and 2.40 mt. deep length

single angle 75 x 75 x 6 mm size including fitting and painting lettering with

luminous color as per drawing etc.

17 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 745.15 Cum 247.85

useful materials and disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

18 Providing and filling in foundation with ordinary Cement concrete M-100 mix 76.93 Cum 3306.85

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

19 Providing and casting in situ ordinary cement concrete M-150 mix and 407.00 Cum 3885.47

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-Groves. (A) Height from

20 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 20.00 Rmt 4710.56

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal

diameter. (iv) 900 mm dia.

21 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 1573.00 Kg 77.29

binding and placing in position complete upto floor two level

22 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 460.00 No 84.63

of 100mm including laying in proper grede and jointing the completed as per

detailed specification.

23 Providing and laying filter Media 600mm thick directed at the back of abutments, 530.00 Sq.mt 1209.85

returns and wing walls as per detailed specifications.

24 Providing temporary all weather and fair weather diversion suitable for traffic 1.00 No 10100.00

during the construction period of the structure including providing necessary

drain diversion and all safty measures including red lamps/ signals at night for

traffic etc. comp.

25 Dismentaling the existing structure including removing and stacking the 104.48 Cum 908.21

dismentelled materials as and where directed. (A) R.C.C. work

26 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 160.00 Rmt. 3354.21

beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,

70 cm above road/ground level, fixed on ISMC series channel vertical post,

x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road

level, all steel parts and fitments to be galvanised by hot dip process, all fittings

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

post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as

per clause 811)

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

27 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 88.00 Cum 498.94

including shoring, strutting dewatering as necessary and disposing of the

excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m for

28 Excavation for foundation in hard murrum and boulders and very stiff or sticky, 345.00 Cum 596.77

clays and other similar strata including shoring and strutting and dewatering as

necessary and disposing of the excavated stuff as directed .

29 Excavation in large boulders and soft rock by welding including shoring, 56.00 Cum 699.50

strutting and dewatering as necessary and disposing of the excavated stuff as

30 Providing and filling in foundation with ordinary Cement concrete M‐150 mix 58.00 Cum 3677.41

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

31 Providing and casting in situ Controlled cement concrete M-250 mix and 312.00 Cum 5061.28

providing necessary pin headers including shuttering, scaffolding, laying

vibrating, curing and finishing etc., complete without grooves(Height from 0.0 to

32 Providing and casting in situ controlled cement concrete M-200 for R.C.C. return 295.00 Cum 4255.13

as per drawings including centering shuttering, scaffolding where necessary,

laying vibrating, curing and finishing complete.(A) Height from 0.0 to 5.0 M. (1)

Piers (2) Abutment (3) RCC return

33 Providing and placing in position I.S.I. mark steel bar reinforcement (T.M.T.) of 37.25 M.T 73742.01

grade Fe-500D for following items including cutting, bending, hooking, tying

etc. complete as per detailed drawings and specifications for various structural

34 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. 22.00 Cum 5234.83

works in pier cap abutment cap and dirt wall including controlled cement

concrete M-300 Bed block or pedestal or required size below bearings as per

detailed drawings, centering, scaffolding, curing &, vibrating & finishing etc.

35 Providing and casting in situ controlled cement concrete M-250 for R.C.C.solid 111.00 Cum 5338.98

slab including centering, scaffolding, curing and finishing complete.

36 Providing and casting in situ controlled cement concrete M-250 for average 75 18.00 Cum 5230.79

mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing,

curing and fillingin joints with bitumen complete

37 Providing and fixing mild steel dowel bars of minimum 32mm dia. for anchoring 52.00 Rmt 450.07

by drilling holes in foundation strata including necessary bending, hooking of

dowel bars and grouting the holes complete as per detailed drawing and as

38 Providing and fixing in position FE 500D steel dowel bars in pier caps or 12.00 Each 341.29

abutment caps for anchorage in fixed end as per detailed drawings including

cutting, bending and welding complete.

39 Providing and fixing in position FE 500D steel dowel bars in pier caps or 12.00 Each 399.70

abutments caps for anchorage in free end as per detailed drawing including

cutting, bending and welding complete.

40 Providing and filling sand behind abutments and between returns in layers as 510.00 Cum 456.56

41 Provding P.V.C. 100 mm diameter water spouts including necessary iron gratings 16.00 Nos. 159.37

as per drawings.

42 Provision of an Reinforced cement concrete crash barrier at theedges of the road, 58.80 Rmt 1380.67

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 board,

keyed tothe structure on which it is built and 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

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

43 Providing Pre-moulded asphalt filler joints as per drawings.(A) 12mm 27.00 Sq.mt 703.53

44 Providing and Laying Tar Paper Bearing as per directed engineer in charge. 2.00 Job 5000.00

45 Flexible Median Marker : Providing and Fixing of Flexible Median Marker that 18.00 Nos. 271.69

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 either side of the body in the injection molding process.

The Median Marker shall have flame like shaped body with, fluorescent yellow

color retro-reflective sheeting of size not less than 90 Cm square, with fully

reflective micro prismatic cube corners as its retro-reflective elements as per IRC

46 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm 8.00 Nos. 3439.81

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. Specifications; 3.1m long stand post

and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm

as required; painted with best quality epoxy coatings in black and white bends.

the details of 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 Grade(VR)...

47 Diversion sign board :-Providing & Fixing sign boards made out of 2mm 2.00 Nos. 6798.92

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

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

angle of 35x35x3mm, 50x50x5mm painted with best quality 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)...

48 Around the Island/road direction sign board (Big) :-Providing & Fixing sign 2.00 Nos. 6798.92

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 and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest M.O.S.T. 3.1m long

(2nos) stand post and frame fabricated from iron angle of 50x50x5mm, painted

with best quality 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)...

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

49 Men at work (Heavy) sign :-Providing and fixing sing boards made out of 2mm 2.00 Nos. 6141.20

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 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 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)...

50 Danger Plate sign :-Providing & fixing sign board madeout of 2.0 mm aluminium 2.00 Nos. 490.79

sheet / 4 mm ACP (aluminumComposite Panel), size 30cms diameter circle,

pretreatedwith phospheting process and acid etching, painted withone coat of

epoxy primer and two coats of best qualityepoxy paint reflectorised with retro

reflective sheetingas per latest M.O.S.T. specifications. A warranty for 7years for

the Retro reflective sheeting from originalmanufacturer & a certified copy of

year outdoorexposure test report from third party test lab for theproduct offered

shall be submitted by contractor. (A)Class-B Type-4 Retro Reflective sheeting

51 Providing and Placing in position mechanically woven double twisted , 560.00 Cum 2467.43

galvenized without PVC coating "GABIONS" boxes as per IS 16014:2012 made

of mesh size 10 X 12 cm with Mesh wire diameter 3.0 mm, including proving

and lying stones with least dimension of 200mm and tying with lacing wire of

diameter 2.2mm and arranging the same as instructed or as per drawing at the

locations/ structures etc including dressing the slope , minor earth fill with all

lead and lift etc complete.

52 Providing and laying Non Woven Geo Fabric Filter over the excavated surface as 366.00 Sq.mt 87.27

per specification including stitching with overlap to design profile as directed in

tidal range etc. complete.

53 Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C. Raft 20.40 Cum 4443.14

and cutt-off walls including necessary shuttering laying, vibrating, ramming and

curing complete.

54 Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. Raft 20.00 Cum 3637.11

and cut-off walls including necessary shuttering laying, vibrating, ramming and

curing complete.

55 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. Raft 26.00 Cum 4549.04

and cut-off walls including necessary shuttering laying, vibrating, ramming and

curing complete.

56 Providing rubble block pitching of 22.5 cm thick including preparing the surface 216.34 Sq.mt 833.25

including providing panel wall of CC (1:3:6) @ 3.0 m c/c internal horizontaly

and vertically size 0.35 X 0.35 mt. incl. pointing on top in C.M. 1:3 etc. comp.

Rupees One Crore Thirty Three Lakh(s) Ninety One Thousand One Hundred Twelve And Paise Seventy

I / We am / are willing to carryout the work at ………..% above/Below percent (………………………. Percent above/Below)

(Should be written in figure and words) of the estimated rates mentioned above. Amount of my / our tender worked out as

02. Sch B_MMGSY_Pkg-03 Page

Item of work Quantities Rate in Amount

Estimated amount put to tender Rs: ……………. Estimated amount put to tender Rs: …………...

Deduct……% below Rs: …………………………. Add……% above Rs: ………………………….…

(Please strike out which ever is not applicable.)

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

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.

Credit of Dismentalled /Reuse materils amounting of Rs. 147804.98 Must be fully recovered from respective 1st R.A.

Bill Of Contractor's.

Quantities rate and wordings of items are as per estimate and calculation in the Sch. - B are airthmatically checked.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found order.

Sr.Divisional Account Officer Dy.Executive Engineer

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

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

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