Civil Work

Name Of Work :- Construction of Various road of Ta. Savli, Dist.Vadodara under MMGSY(N) Package No.58 / 2025-26

(1.Dhantej to Gokalpura Road (0/0 to 1/0) 2. Namisara to Amirpura Road (0/0 to 2/60) 3. Desar Dungaripura road to

Himmatpura Road (0/0 to 1/50) 4. Juna Sihora to Sadguru Hotel Road (0/0 to 0/90)

1 Construction of Dhantej to Gokalpura Road (VRNP) Km. 0/000 to 1/000 Ta.:- Savli Dist.:- Vadodara

2 Construction of Namisara to Amirpura (VRNP) Km. 0/000 to 2/600 Ta.:- Savli Dist.:- Vadodara

3 Construction Of Desar Dungaripura road to Himmatpura Road (VRNP) Km. 0/000 to 1/500 Ta.:- Desar

4 Construction of Juna Sihora to Sadguru Hotel Road (VRNP) Km. 0/000 to 0/900 Ta.:- Desar 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, 4.19 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 4913.00 Cum 948.36

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-I MCBT metal of size 63 mm 1588.00 Cum 1403.86

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 3328.00 Cum 1463.90

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 894.00 Cum 743.03

including carraige of material and spreading on prepared base including

compacting as per MOST Specification etc... complete.

6 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 6705.00 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.

7 Stabilisation for Improving Subgrade: Laying and spreading available soil in the 831.00 Cum 524.19

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.

8 Earthwork for embankment including breaking clods, dressing with all lead and 29322.00 Cum 162.58

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

9 Rolling & watering of earthwork in layers with power roller including filling in 4826.00 Cum 22.73

depressions which occur during the process.

10 Providing and laying evenly Tack coat with Bitumen emulsion (RS-1) at the rate 19611.00 Sq.mt 21.36

of 4.0 Kg / 10 Sq.M. etc complete as directed with all labour and materials

11 Providing and laying Tack coat with Bitumen emulsion (RS-1) at the rate of 2.50 19611.00 Sq.mt 13.51

Kg / 10 Sq.M. on the prepare bituminous surface etc complete as directed with

all labour and materials

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

12 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade of 1472.00 MT. 2267.79

VG-30 at the rate of1.99% by weight of mix for mixing using B.T.Chips of

required gradation including cleaning and heating asphalt premix materials by hot

mix process in proper gradation and laying with paver finisher and consolidation

by roller of 8 to 10 tonnes including cost of all materials, Asphalt,aggregates,

labour Charges,royalty charges etc.completed as directed. including flushing key

aggregate @0.13 Cum/10 Sq.m.

13 Providing laying and rolling 25 mm thick open graded premixed bitumineous 1032.00 MT. 2747.79

carpet with B.T. aggregate as specified and using bitumen grade VG-30 for

mixing with agreegate at the rate of 3.36 % i.e 33.60 kg/M.T. of total mix

including heating and mixing in drum mix plant and spreading the same with

paver finisher and consolidation with power roller including necessary firewood,

oil, lubricants, labour charges etc. using contractor's own drum mix plant and

equipment, tool etc. completed in accordance with the requirement of

14 Providing & laying Bitumen seal coat with 0.18 Cmt/ 10 Smt. of stone chips 531.00 M.T 3227.74

6mm size & binder grade VG-30 content at the rate of 4.50 % by total weight of

mix . Hot mix laying process is including heating the asphalt aggregate

continuous batching, transporting the mix and spreading the same by paver

finisher & consolidation with power roller including providing necessary fire

wood, oil, lubricant, labour charges, higher charges of machinery etc, complete.

15 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix 777.00 Cum 4990.41

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

filling in joints with bitumen etc as per Engineer Incharge.

16 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 7.00 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.)

17 Providing and fixing hectometer as per I.R.C. type design including painting, 25.00 Nos. 356.50

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

18 Providing and fixing guard stone as per I.R.C., type design including white 200.00 Nos. 350.81

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

19 Citizen' s information Board- Providing and fixing of typical information board 4.00 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

20 Supply & fixing logo board of MMGSY diamond size (600 X 600mm) 16 gauge 4.00 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

01.Sch B Pkg 58 Savli.xls Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

21 Road marking with hot applied thermoplastic paints with reflectorising glass 1250.00 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.

22 STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium 10.00 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)...

23 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm 13.00 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)...

24 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 54.00 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

01.Sch B Pkg 58 Savli.xls Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

25 Direction sign (Junction board):-Providing and fixing sing boards made out of 10.00 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)...

26 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 8.00 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)...

27 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 14.00 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)...

28 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 19.00 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)

01.Sch B Pkg 58 Savli.xls Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

29 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 200.00 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.

30 Type - A :- Providing and erecting a "W" metal beam crash barrier comprising of 275.00 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

31 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 926.20 Cum 247.85

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

Dense or Hard soil.

32 Providing and filling in foundation with ordinary Cement concrete M-100 mix 422.60 Cum 3306.85

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

33 Providing and casting in situ ordinary cement concrete M-150 mix and 1134.00 Cum 3885.47

providing necessary pin headers including shuttering, scaffolding, laying,

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

34 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 67.50 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.

35 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 142.50 Meter 1053.39

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.(i) 300mm dia.

36 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 15.00 Meter 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.

37 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 27269.00 Kgs. 77.29

binding and placing in position complete upto floor two level

38 Providing and casting in situ Controlled cement concrete M-200 for R.C.C. Raft 79.05 Cum 4443.14

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

curing complete.

39 Filling around the pipes with murrum including dressing, tampering etc. 257.00 Cum 86.43

40 White washing with lime on wall surface (two coats) to give an even shade 422.00 Sq.mt 12.40

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

41 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 430.00 No. 84.63

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

detailed specification.

01.Sch B Pkg 58 Savli.xls Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

42 Providing and laying filter Media 600mm thick directed at the back of abutments, 430.00 Sq.mt 1209.85

returns and wing walls as per detailed specifications.

43 Providing rubble block pitching of 22.5 cm thick including preparing the surface 558.90 Sq.mt 759.88

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.

Credit For Diversion

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

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.)

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 58 Savli.xls Page