Constructing Various Road of Ta.Chhotaudepur Dist.Chhotaudepur Under MMGSY Trible (2025-26) (Pac-38)

Name Of Work :- Constructing Various Road of Ta.Chhotaudepur Dist.Chhotaudepur Under MMGSY Trible (2025-26)

Taluka :Chhotaudepur District : Chhotaudepur

1 Constructing Talav Faliya to joining Raysingpura PHC Road Ch. 0/00 to 0/800 (VR NP) Ta.Chhotaudepur

2 Constructing Koli Ghogadev Road to joining Antroli PHC Road Ch. 0/00 to 0/800 (VR NP) Ta.Chhotaudepur

3 Constructing PHC of Padharvant to joining Oliamba Village Road Ch. 0/00 to 1/900 (VR NP) Ta.Chhotaudepur

Bill of Quantities

Item Item of work Quantities Rate in Amount

No Estimated Figures in

1 Clearing and grubbing of road length including up rooting wild vegetation, grass, 1.80 Hectar 28454.99

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

2 Box cutting the road surface to proper slope and camber for making a base of 170.00 Cum 112.02

road work including removing the excavated stuff and depositing on the road

side slopeas directed up to all Lead & Lift

3 Providing laying and Spreading Granular sub-base (Grade l)by providing 2901.00 Cum 1070.85

close graded MCBT material in single layer with motor grader on 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 desier density etc

4 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 968.00 Cum 1564.13

mm 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.

5 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 1020.00 Cum 1631.94

to 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.

6 Providing and laying Compacted of Specified quarry Spall in side shoulder 394.00 Cum 839.66

including carraige of material and spreading on prepared base including

compacting as per Specification etc... complete.

7 Earthwork in cutting in all sorts of soil and soft murrum icluding conveying and 4007.00 Cum 137.33

spreading the stuff ,embankment as and where directed upto 200 Meters from

the end of cutting with all required lead and lift.

8 Earthwork for embankment including breaking clods, dressing with all lead and 7020.00 Cum 170.51

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.(C) From Borrow area within

9 Rolling & watering of earthwork in layers with power roller including filling in 1829.00 cum 23.18

depressions which occur during the process.

10 Providing and laying evenly priming coat with emulsion bitumien SS1 (IS8887) 1550.00 Sq.mt 61.71

at rate of 7.5 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 3050.00 Sq.mt 12.93

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

all labour and materials

12 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade of 116.00 MT. 2186.85

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.

62.1.Sch B Const. Various Road Chhotaudepur Ta. (Pac.38)

Item Item of work Quantities Rate in Amount

No Estimated Figures in

13 Providing laying and rolling 25 mm thick open graded premixed bitumineous 82.00 MT. 2612.47

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 42.00 M.T 3032.22

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 and laying Controlled cement concrete M-250 For a concrete 1878.00 Cum 5130.80

pavement made by Trimix system and mixed with heavy duty floor hardner at the

rate of 4.00 Kg./Sq.M. including curing etc. complete over prepared sub base

including providing and fixing centering of MS channels of required thickness

as per required level slope, Grade and thickness of concrete road including

leveling of placed concrete with surface vibrators finishing surface with power

floater and trowel light brooming on the surface including providing

construction joint of 10 mm x 25 mm by using concrete cutter machine etc.

complete as directed. The Payment Of this Item Shall be Made on Core Cutter

testing results.

16 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

17 Providing and fixing guard stone as per I.R.C., type design including white 100.00 Nos. 350.80

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

18 Citizen' s information Board- Providing and fixing of typical information board 3.00 Nos. 23814.79

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

19 Supply & fixing logo board of diamond size (600 X 600mm) 16 gauge & board 3.00 Nos. 4574.29

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

20 Direction sign (Junction board):-Providing and fixing sing boards made out of 6.00 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 incharge.(A) Engineer Grade(VR)...

21 Supplying and fixing road sign board of M.S. plates and angle iron including 16.00 Nos. 3072.99

painting, lettering etc. complete including fixing in C.C. 1:4:8 with necessary

excavation etc. complete as per I.R.C. type design. (ii) Reflective type as per

detailed drawing

62.1.Sch B Const. Various Road Chhotaudepur Ta. (Pac.38)

Item Item of work Quantities Rate in Amount

No Estimated Figures in

22 Road marking with hot applied thermoplastic paints with reflectorising glass 763.40 Sq.mt 367.72

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.

23 Village name sign :-Providing and fixing sing boards made out of 2mm 3.00 Nos. 5045.36

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)

24 Hazard Marker Sign :-Providing and fixing sign boards made out of 1.5 mm 6.00 Nos. 3518.69

aluminium sheet / 3 mm ACP (Aluminum composite Panel); size 90x30 cms.

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; 1.8mtr 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 35 x 35 x 3mm; painted with bestquality 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 blockof size 45 x

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

25 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 56.00 Nos. 3711.75

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

26 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 120.00 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 +/- 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.

62.1.Sch B Const. Various Road Chhotaudepur Ta. (Pac.38)

Item Item of work Quantities Rate in Amount

No Estimated Figures in

27 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 45.00 Rmt 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.

28 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 37.50 Rmt 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.

29 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 288.00 Cum 203.50

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

Loose of soft soil.

30 Excavation for foundation in sand,gravel,clay soft soils and murrum etc. 606.00 Cum 523.28

including shoring and strutting and dewatering as necessary and disposing of the

excavated stuff as directed . (A) Depth up to 3.0 mt

31 Excavation for foundation in hard murrum and boulders and very stiff or sticky, 143.00 Cum 625.88

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

necessary and disposing of the excavated stuff as directed .

32 Excavation in large boulders and soft rock by welding including shoring, 48.00 Cum 733.62

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

33 Providing and filling in foundation with ordinary Cement concrete M-100 mix 965.90 Cum 3341.41

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

34 Providing and casting in situ ordinary cement concrete M-150 mix and 347.30 Cum 3917.79

providing necessary pin headers including shuttering, scaffolding, laying,

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

35 Providing and casting in situ ordinary cement concrete M-200 mix and 533.00 Cum 4288.46

providing necessary pin headers including shuttering, scaffolding, laying,

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

36 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 45.00 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.

37 Providing ISI Mark TMT bar Fe-500D reinforcement for RCC Work including 83305.00 Kgs. 77.29

bendinf, binding and placing in position complete as per detailed drawinngs for

Solid slab, Abutment cap, dirt wall & Pier cap & Also for the (For Temperature

Reinforcement of Abutment, Return & Pier)

38 Providing and laying controlled cement concrete M-250 and curing complete 163.00 Cum 5587.32

excluding the cost of form work and reinforcement for reinforced concrete work

in : Walls from top of foundation level up to floor two level.

39 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. 23.00 Cum 5268.16

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.

40 Providing and casting in situ Controlled Cement concrete M-250 for 168.00 Cum 5326.74

R.C.C. solid slab including centering, scaffolding curing and finishing

41 Providing and casting in situ Controlled Cement concrete M-250 for average 21.00 Cum 5262.10

75 mm thick wearing coat laid as directed including tamping ,vibrating,

finishing, curing and filling in joints with bitumen complete.

42 Providing and fixing in position mild steel dowel bars in pier cap or abutments 10.00 Nos. 341.29

caps for anchorage in fixed end as per detailed drawings including cutting,

bending and welding complete.

43 Providing and fixing in position mild steel dowel bars in pier caps for anchorage 10.00 Nos. 399.70

in free end as per detailed drawings including cutting, bending and welding

44 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 255.00 Nos. 88.76

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

detailed specification.

62.1.Sch B Const. Various Road Chhotaudepur Ta. (Pac.38)

Item Item of work Quantities Rate in Amount

No Estimated Figures in

45 Providing and laying filter Media 600mm thick directed at the back of abutments, 194.50 Sq.mt 1268.86

returns and wing walls as per detailed specifications.

46 Providing PVC 100mm diameter water spouts including necessary iron 24.00 No. 159.37

gratings as per drawings.

47 Providing 12 mm thick pre moulded asphalt filler joints as per drawings. 28.00 Sq.mt 703.53

48 Providing and filling sand below R.C.C. Raft in layers including ramming & 118.00 Cum 478.82

Waterning including compacting as directed.

49 Providing and fixing mild steel dowel bars of minimum 32mm dia. for anchoring 72.00 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

50 Dismentaling the existing structure including removing and stacking the 28.00 Cum 952.51

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

Rs. Three Crore Sixty Two Lac Eighty One Thousand One Hundred Thirty Six And One N.P. Only

Credit For Reuse Material from Dismentalling & Diversion will be Deducted From respective 1st R.A.

Bill Of Contractor's.

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 under.

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. 2500.00 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

Chhotaudepur Chhotaudepur

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

62.1.Sch B Const. Various Road Chhotaudepur Ta. (Pac.38)