Civil Work

Name Of Work :- Construction of Slab Drain on Mahisagar River near Mujpur Naran Tekari Road at Mujpur Village (V.R.) Ta. :-

Padra Dist. :- Vadodara Under MMGSY(2025-26)

Taluka :Padra District : Vadodara

1 Construction of Slab Drain on Mahisagar River near Mujpur Naran Tekari Road at Mujpur Village (V.R.) Ta. :- Padra Dist. :-

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 0.08 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

2 Providing, laying and Spreading 150 mm Granular sub-base (Grade-I) by 101.00 Cum 1373.60

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 15.00 Cum 1928.09

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 27.00 Cum 1969.50

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 -

5 Providing and laying Compacted of Specified quarry Spall in side shoulder 10.00 Cum 1125.14

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 50.00 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 Earthwork for embankment including breaking clods, dressing with all lead and 966.16 Cum 162.58

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

8 Rolling and watering of earthwork in layers with power roller including filling 115.88 Cum 22.73

indepressions which occur during the process.

9 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix C.C 54.00 Cum 5057.07

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 17001 (10.16)

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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 beads 40.23 Sq.mt 367.72

on bitumin surface providing and laying ahot applied thermoplastic compound

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 130 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 Grade(VR)...

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 75 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 30.00 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 130 mm and with minimum

reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/-

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

17 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 294.28 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 and 38.00 Cum 3306.84

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 266.00 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, 1170.00 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 310.00 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, 311.20 Sq.mt 1209.85

returns and wing walls as per detailed specifications.

24 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 30.00 Rmt. 3354.21

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

cm above road/ground level, fixed on ISMC series channel vertical post, 150 x

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

25 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 971.00 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 10 Cum

26 Excavation for foundation in hard murrum and boulders and very stiff or sticky, 780.00 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 Excavation in large boulders and soft rock by welding including shoring, strutting 260.00 Cum 699.50

and dewatering as necessary and disposing of the excavated stuff as directed.

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

28 Providing and filling in foundation with ordinary Cement concrete mix and 150.91 Cum 3677.41

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

29 Providing and casting in situ Ordinary cement concrete M-250 mix and providing 1277.00 Cum 4361.18

necessary pin headers including shuttering, scaffolding, laying vibrating, curing

and finishing etc., complete without grooves(Height from 0.0 to 5.0 mt.}

30 Providing & casting in situ ordinary cement concrete M-250 mix and providing 369.00 Cum 4922.74

necessary pin headers including shuttering, scaffolding, laying, vibrating, curing

and finishing complete without V-Groves.(B) Height from 5.0 M. to 10.0 M.

31 Providing and casting in situ controlled cement concrete M-300 for R.C.C. return 34.17 Cum 5313.61

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)

32 Providing and casting in situ controlled cement concrete M-300 for R.C.C. return 4.84 Cum 5628.73

as per drawings including centering shuttering, scaffolding where necessary,

laying vibrating, curing and finishing complete.(A) Height from 5.0 to 10.0 M. (1)

Piers (2) Abutment (3)

33 Providing and placing in position I.S.I. mark steel bar reinforcement (T.M.T.) of 46.27 M.T 73615.05

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. 34.00 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. competed.

35 Providing and casting in situ controlled cement concrete M-250 for R.C.C.solid 239.00 Cum 5297.45

slab including centering, scaffolding, curing and finishing complete.

36 Providing and casting in situ controlled cement concrete M-250 for average 75 21.00 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 107.00 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 24.00 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 24.00 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 1270.00 Cum 456.56

41 Provding P.V.C. 100 mm diameter water spouts including necessary iron gratings 26.00 Nos. 159.37

as per drawings.

42 Provision of an Reinforced cement concrete crash barrier at theedges of the road, 112.80 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

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

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

43 Providing Pre-moulded asphalt filler joints as per drawings.(A) 12mm 33.00 Sq.mt 703.53

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

44 Providing and Laying Tar Paper Bearing as per directed engineer in charge. 5.00 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 67 2012 and ASTM D4956-

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

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 casting in situ Ordinary cement concrete M-150 for R.C.C. Raft and 123.00 Cum 3637.11

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

52 Providing and Casting in situ controlled Cement Concrete M-300 for R.C.C. Raft 43.75 Cum 4707.61

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

curing complete.

53 Providing fusion bonded Epoxy coating not less than 175 micron thickness and up 6.34 MT. 10162.62

to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M

including testing of coating at plant and all taxes (A) 10mm to 16mm dia bar

02. Sch B_MMGSY_Narayan tekri Slab Drain Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

54 Providing fusion bonded Epoxy coating not less than 175 micron thickness and up 4.23 MT. 7296.24

to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M

including testing of coating at plant and all taxes (B) 20mm to 32 mm dia bar

Rupees One Crore Eighty Six Lakh(s) Twenty Eight Thousand Nine Hundred Eleven And Paise Seventy

(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.)

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. 171866.00 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 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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