Civil Work

Name Of Work :- Construction of Various road of Ta. Savli, Dist.Vadodara under MMGSY(N) Package No.59 / 2025-26

(1.Muval to Bhatpura Road (0/0 to 0/78) 2. Motapura to Manjusar GIDC Road (0/0 to 0/90)

1 Construction of Muval to Bhatpura (Missing Link) Road (VRNP) Km. 0/000 to 0/780 Ta.:- Savli Dist.:-Vadodara

2 Construction of Motapura to Manjusar GIDC Road (VRNP) Km. 0/000 to 0/900 Ta.:- Savli Dist.:-Vadodara

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Clearing and grubbing of road length including up rooting wild vegetation, grass, 1.85 Hectar 28455.09

bush shurbs, saplings and trees of girth up to 300 mm removal of stumps, of such e

trees cut earlier and disposal of unserviceable material and stacking of serviceable

material (area of light density) by mechanical means in area of light jungle

2 Providing, laying and Spreading Granular sub-base (Grade-I) by providing close 1787.00 Cum 1115.85

graded MCBT. material in single layer with motor graderon prepared surface,

mixing by mix in place method with rotovator at OMC and compacted

withvibratory roller 80 to 110 KN static weight to achieve desire density etc

3 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 729.00 Cum 1662.11

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.

4 Providing and laying Compacted of Specified quarry Spall in side shoulder 248.00 Cum 891.53

including carraige of material and spreading on prepared base including

compacting as per MOST Specification etc... complete.

5 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 852.00 Cum 130.94

putting the stuff in spoil bank maintaining minimum distance of five meter

between top edge and cutting and toe of spoil bank.

6 Stabilisation for Improving Subgrade: Laying and spreading available soil in the 1787.00 Cum 565.69

subgrade on aprepared surface, pulverising, mixing the spread soil in place with

soil stabilizer with 3% percent cement& 15% stone dust manually spread, grading

withmotor grader and compacting with the road roller at OMC yo the desired

density to form a layer of improved sub grade.

7 Earthwork for embankment including breaking clods, dressing with all lead and 9392.00 Cum 168.66

lift and including watering rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the depression which occur

during the process using power roller 8T to 10T.(E) From Borrow area within all

8 Rolling & watering of earthwork in layers with power roller including filling in 427.00 Cum 22.73

depressions which occur during the process.

9 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix 1876.00 Cum 4852.04

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

filling in joints with bitumen etc as per Engineer Incharge.

10 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 2.00 Nos. 704.34

necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including

painting,lettering etc. complete (For O.D.R road V.R.)

11 Providing and fixing hectometer as per I.R.C. type design including painting, 8.00 Nos. 356.50

lettering etc. complete. (I)Fixing in C.C. 1:5:10

12 Providing and fixing guard stone as per I.R.C., type design including white 50.00 Nos. 350.81

washing etc. complete. (I)Fixing in 1:5:

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

13 Citizen' s information Board- Providing and fixing of typical information board 2.00 Nos. 22997.70

as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750mm size

fixed at top & bottom duly welded with MS angles of 25 x 25 x 5 mm thick M.S

plate shall be welded by 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

concrete M-15 grade blocks of 600mm x 600mm x 750 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 coats of epoxy paints as

per detailed drawing

14 Supply & fixing logo board of MMGSY diamond size (600 X 600mm) 16 gauge 2.00 Nos. 4139.99

& board plate size (900x 250mm) 16 gauge thick M. S plate and 2.40 meter deep

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

luminous colour as per drawing etc

15 Road marking with hot applied thermoplastic paints with reflectorising glass 350.00 Sq.mt 367.73

beads on bitumin surface providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excluding of surface applied glass beads as per

IRC:35-2015. The finished surface to be level, uniform and free from streaks and

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

colour marking should provide liminance coefficinet on cement road shalll be min

130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the

service life during the day time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

16 STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium 4.00 Nos. 4676.06

sheet; size 90 x 90cms. rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; 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 tec. complete under the supervision of

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

17 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm 6.00 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)...

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

18 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 18.00 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 of35x35x3mm; 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

19 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 4.00 Nos. 5045.37

2mm aluminium sheet; size 90 x 60cms. 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 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)...

20 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 2.00 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 Grade(VR)...

21 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 8.00 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

22 Direction sign (Junction board):-Providing and fixing sing boards made out of 4.00 Nos. 14831.71

2mm aluminium sheet; size 244 x 122cms. 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 50 x 50 x 5mm 75x75x6mm as

required; 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)...

23 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 55.00 Nos. 217.41

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 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.

24 Type - A :- Providing and erecting a "W" metal beam crash barrier comprising of 190.00 Rmt 3354.21

3 mm thick corrugated sheet metal beam rail, 70 cm above road / ground level,

fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 mt. 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

25 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 293.80 Cum 247.85

useful materials and disposing of the excavated stuff upto 50 meter lead.(B)

Dense or Hard soil.

26 Excavation for foundation in hard murrum and boulders and very stiff or sticky, 289.00 Cum 596.77

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

necessary and disposing of the excavated stuff as directed .

27 Providing and filling in foundation with ordinary Cement concrete M-100 mix 760.40 Cum 3306.85

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

28 Providing and casting in situ ordinary cement concrete M-150 mix and 667.00 Cum 3885.47

providing necessary pin headers including shuttering, scaffolding, laying,

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

29 Providing and filling in foundation with ordinary Cement concrete mix 73.00 Cum 3677.41

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

30 Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. Raft 27.00 Cum 3637.11

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

curing complete.

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

31 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 22.50 Meter 6621.26

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.(vi) 1200mm dia.

32 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 75.00 Meter 2706.60

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.(iii) 600mm dia.

33 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 53207.00 Kgs. 77.29

binding and placing in position complete upto floor two level

34 Providing and laying in position FE 500D TMT bar reinforcement including 12.29 M.T 73858.70

cutting, bending, hooking and tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

35 Providing and casting in situ Controlled cement concrete M-200 for R.C.C. Raft 35.70 Cum 4443.14

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

curing complete.

36 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. Raft 32.00 Cum 4549.04

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

curing complete.

37 Providing and casting in situ Controlled cement concrete M-250 mix and 66.00 Cum 4361.18

providing necessary pin headers including shuttering, scaffolding, laying

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

38 Providing and casting in situ controlled cement concrete M-250 for R.C.C. 16.00 Cum 5626.71

solid slab including centering, scaffolding, curing and finishing complete.

39 Providing and Casting in situ controlled cement concrete M-250 for average 75 14.00 Cum 5230.79

mm thick Wearing Coat laid as directed including tempering, Vibrating,

finishing,curing and filling in joints with bituminious complete .

40 Providing and filling sand behind abutment & between returns in layers as 667.00 Cum 456.56

41 Filling around the pipes with murrum including dressing, tampering etc. 42.00 Cum 86.43

42 White washing with lime on wall surface (two coats) to give an even shade 81.00 Sq.mt 12.40

including thoroughly booming the surface to remove all dirt, dust; mortar drops

43 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 412.00 No. 84.63

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

detailed specification.

44 Providing and laying filter Media 600mm thick directed at the back of abutments, 412.00 Sq.mt 1209.85

returns and wing walls as per detailed specifications.

45 Providing PVC 100mm diameter water spouts including necessary iron 8.00 No. 159.37

gratings as per drawings.

46 Providing 12 mm thick pre moulded asphalt filler joints as per drawings. 15.00 Sq.mt 703.53

47 Providing rubble block pitching of 22.5 cm thick including preparing the surface 252.40 Sq.mt 773.66

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.

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

48 Provision of an Reinforced cement concrete crash barrier at the edges of the road, 16.00 Rmt 1380.67

approaches to bridge structures and medians, constructed with M-25 grade

concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm

dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board,

keyed to the structure on which it is built and installed as per design given in the

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

as per dimensions in the approved drawing and atlocations directed by the

Engineer, all as specified (i) M 25 Grade Concrete

49 Dismentaling the existing structure including removing and stacking the 207.00 Cum 908.21

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

Credit For Diversion

Rupees Two Crore Ninety Four Lakh(s) Seventy Eight Thousand Two Hundred One And Paise Sixteen

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

(Please strike out which ever is not applicable.)

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

payment shall be made.

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

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

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C

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

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

5 Credit of Dismentalled /Reuse materils amounting of Rs. 0.00 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

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

01.Sch B Pkg 59 Savali Page