Construction of Various Road under MMGSY (Trible) in Halol Taluka Pkg. No. 2025-26/47 (Total 2 Roads, Length 1.050 Km.)

Name Of Work :- Construction of Various Road under MMGSY (Trible) in Halol Taluka Pkg. No. 2025-26/47 (Total

Roads, Length 1.050 Km.)

1 Construction of Ghoghadava Primary School Approach Road (VRNP) km. 0/000 to 0/470 Ta. :- Halol

2 Construction of Gayatrinagar Primary School Approach Road (VRNP) km. 0/000 to 0/580 Ta. :- Halol

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, 0.64 Hectar 28393.04

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 821.00 Cum 1192.16

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 306.00 Cum 1634.50

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 - Charge.

4 Providing and laying 100 mm Compacted of Specified quarry Spall in side 155.00 Cum 915.45

shoulder 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 488.00 Cum 127.75

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

between top edge and cutting and toe of spoil bank.

6 Earthwork for embankment including breaking clods, dressing with all lead and 1011.00 Cum 158.62

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

7 Rolling & watering of earthwork in layers with power roller including filling in 342.00 Cum 22.49

depressions which occur during the process.

8 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix 784.00 Cum 4934.86

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

filling in joints with bitumen etc as per Engineer Incharge.

9 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.)

10 Providing and fixing hectometer as per I.R.C. type design including painting, 5.00 Nos. 356.50

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

11 Providing and fixing Number plate of Marble plate stone of required size set in 1.00 Nos. 306.15

C.M. 1:4 including finishing and engeaving letters etc. completes.

12 Providing and fixing guard stone as per I.R.C., type design including white 119.00 Nos. 349.11

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

01.Sch B Pkg 47 of 25-26 Halol Page

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. 22562.39

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 and Vanbandhu Kalyan Yojana diamond 4.00 Nos. 4096.56

size (600 X 600mm) 16 gauge & 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 Providing and fixing Junction board of M.S. plates and angles as per standard 2.00 Nos. 5236.70

I.R.C. design including fixing in C.C. 1:4:8 with necessary excavation painting

figuring and lettering on board etc. complete as per detailed drawing

16 Road marking with hot applied thermoplastic paints with reflectorising glass 215.00 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.

17 STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium 2.00 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)...

18 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2.00 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)...

01.Sch B Pkg 47 of 25-26 Halol Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

19 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)...

20 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 6.00 Nos. 3722.36

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)

21 Informatory Signs :-Providing and fixing sing boards made out of 2mm 2.00 Nos. 3856.90

aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre

treated with phospheting process & acid teching; coated with one coat of

epoxyprimer and two coats of best qualityepoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand postand

frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as

required; painted with best qualityepoxy coatings in black and whitebends. the

details of symbol for eachboard shall details of symbol for eachboard shall be as

per the instruction ofengineer in charge. 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 Grade(VR)...

22 Providing & Fixing " FLOOD GUAGE POST" on Causeway / dip having 2.00 Nos. 1984.65

(Channel size 100 x 50 mm) i.e. C.C. 1:2:4 in headwall, i.e. Painting & lettering

with ordinary paint colour as per instruction of engineer in charge.

23 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 60.00 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 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 377.00 Cum 241.80

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

Dense or Hard soil.

01.Sch B Pkg 47 of 25-26 Halol Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

25 Providing and filling in foundation with ordinary Cement concrete M-100 mix 309.00 Cum 3212.00

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

26 Providing and casting in situ ordinary cement concrete M-150 mix and 374.00 Cum 3785.48

providing necessary pin headers including shuttering, scaffolding, laying,

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

27 Providing and filling in foundation with ordinary Cement concrete M‐150 mix 78.00 Cum 3582.47

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

28 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 37.50 Meter 6595.90

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.

29 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 82.50 Meter 1028.03

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.

30 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 7.50 Meter 4685.19

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.

31 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 21773.00 Kgs. 76.22

binding and placing in position complete upto floor two level

32 Providing and laying in position FE 500D TMT bar reinforcement including 1.58 M.T 73217.53

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

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

33 Providing and Casting in situ controlled cement concrete M-250 for average 75 10.00 Cum 5175.24

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

finishing,curing and filling in joints with bituminious complete .

34 Providing and filling sand behind abutment & between returns in layers as 155.00 Cum 445.41

35 Filling around the pipes with murrum including dressing, tampering etc. 33.00 Cum 147.95

36 White washing with lime on wall surface (two coats) to give an even shade 45.00 Sq.mt 12.09

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

37 Dismentaling the existing structure including removing and stacking the 48.00 Cum 886.06

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

Credit For Diversion

Rupees One Crore Ten Lakh(s) Ninety Five Thousand Eight Hundred Ninety One 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

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

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

01.Sch B Pkg 47 of 25-26 Halol Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

(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. 4253.09 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 47 of 25-26 Halol Page