MMGSY 2025-26 Package no.29 CONSTRUCTION OF BOX CULVERT W.S. (1) JUNI THUTI DARJIBHAI RADATIYA HOUSE TO NAVI UKAI ROAD AT CH. 0/400 TO 0/600 (2) BHAD BHUNJA LONJA FALIYA TO MAHARASTRA (MISSING LINK). TA.UCHCHHAL DIST. TAPI

NAME OF WORK :- CONSTRUCTION OF BOX CULVERT W.S. (1) JUNI THUTI DARJIBHAI RADATIYA HOUSE TO NAVI UKAI

ROAD AT CH. 0/400 TO 0/600 (2) BHAD BHUNJA LONJA FALIYA TO MAHARASTRA (MISSING LINK). TA.UCHCHHAL DIST.

Bill of Quantity

Item of work Quantity Unit Rate In Figure Amount

1 Dismentaling the existing structure including 30.00 Cu.m. 932.65

removing and stacking the dismentelled materials

as and where directed. (A) RCC Work

2 Diversion of watercourse / providing cofferdam and 13.00 Each 25250.00

bund or island as may be necessary for foundation

and maintaining the same for the period as may be

3 Excavation in hard rock by dry-wet blasting and 1435.30 Cu.m. 1681.07

chiselling including dewatering preparing

foundation base by proper benching and stepping

and disposing of the excavated stuff as directed.(B)

prohibited Blasting. work.

4 Providing & filling in foundation as base course with 300.23 Cu.m. 3697.61

ordinary cement concrete of M 15 mix and

providing necessary vertical pin headers including

formwork vibrating ramming & curing complete..

5 Providing and casting in situ controlled cement 659.60 Cu.m. 5470.16

concrete M-30 for R.C.C. box, Approach slab &

Retaining Wing wall as per drawings including

centering huttering, scaffolding where necessary,

laying vibrating, curing and finishing complete.

Height from 0 to 5 mt

6 Providing and laying Pitching on slopes laid over 48.19 Cu.m. 1051.41

prepared filter media including boulder apron laid

dry in front of toe of embankment complete as per

drawing and Technical specifications

7 Providing and laying rubble for apron (each stone 209.74 Cu.m. 1067.08

weighing not less than 40 Kg.) including hand

packing and filling in the interstices with quarry

8 Providing & laying weep hole in Abutments, and 90.00 Each 87.07

returns by using P.V.C pipe of 100mm including

laying in proper grade and jointing the completed

as per detailed specification.

9 Providing and casting in situ controlled cement 55.60 Cu.m. 5704.48

concrete of M 40 for wearing coat laid as directed

including tamping vibrating finishing curing and

filling in joints with bitumen complete.

10 Providing and fixing in position Fe-550D TMT bar 70.50 MT 82181.58

reinforcement including cutting, bending, hooking,

tying and welding complete and including forming

the cage and lowering it in position.

Bill of Quantity

Item of work Quantity Unit Rate In Figure Amount

11 Reinforced Cement Concrete Crash Barrier 46.30 Rmt 7306.74

(Provision of an Reinforced cement concrete crash

barrier at the edges of the road, approaches to

bridge structures and medians, constructed with M-

40 grade concrete with Fe- 550D TMT

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 dated 24 June

1994 as per dimensions in the approved drawing

and at locations directed by the Engineer, all as

12 Providing G.I. 100 mm. diameter water spouts 52.00 Each 536.03

including necessary iron gratings as per drawings.

13 Providing and laying Filter material underneath 12.10 Cu.m. 877.69

pitching in slopes complete as per drawing and

Technical specification

14 Providing and laying - Fitter Media 600mm thick 133.56 Sqm 1279.96

directed at the back of abutments, returns and

wing walls as per detailed specifications.

15 Providing and fixing mild steel dowel bars of 348.00 Rmt 450.07

minimum 32mm dia. for anchoring by drilling holes

in foundation strata including necessary bending,

hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

16 Clearing and grubbing road land including 0.20 Hectare 28455.09

uprooting rank vegetation , grass , bushes , shrubs

, saplings and trees of girth upto 300 mm removal

of stumps of trees cut earlier and disposal of

unserviceable materials (I) By Mechanical means

in area of light jungle.

17 Earth work for embankment having CBR not less 107.00 Cu.m. 173.67

than 5% including breaking clods dressing With all

lead and lift and including watering, rolling, and

consolidation of subgrade in layers at O.M.C. to

required dry density including filling the depressing

which occur during the process using Vibratory

roller 8T to 10T.

18 Back filling between returnwall shall be selected 811.20 Cu.m. 552.22

soil having properties as C=0Kg/Sq. ∅=30° for

embankment including breaking clods dressing

With all lead and lift and including watering, rolling,

and consolidation of subgrade in layers at O.M.C.

to required dry density including filling the

depressing which occur during the process using

Vibratory roller 8T to 10T. (E) From Borrow area

With all lead & lift.

Bill of Quantity

Item of work Quantity Unit Rate In Figure Amount

19 Construction of 150/200 mm thick compacted 104.60 Cu.m. 674.89

coarsed granular subbase (Grade-I crushed B.T

materials of 53 mm to 26.5 mm @ 35 %,26.5 mm

to 4.75 mm @ 45% ,Below 2.36 mm @ 20 %) by

providing close graded material , mixing in a

mechanical mix plant at OMC,carriage of a mix

material to work site, spreading uniform layers with

motor grader on prepared surface and compacting

with vibratory power roller to achieve desire

density , complete clause as per

20 Providing and laying 250 mm thick Wet mix 121.30 Cu.m. 822.17

macadam (W.M.M.) using machine crushed black

trap aggregate of 40 to 50 mm size in the material

as per MORT & H specification including premixing

the material with water at OMC in mechanical mix

plant, carriage of mixed material by tippers to site,

laying in uniform layers with paver in sub base /

base course on well prepared surface and

compacting with vibratory roller to achieve the

desired density.

21 Providing and laying 50 mm thick compacted 54.30 MT 3676.01

B.M.with B.T. aggregate as per MORT&H

specification and Emulsion grade RS1 for tack coat

at 2.5 Kg./10Sq.mt. with mechanical sprayer and

bitumen grade VG-30 for mixing at the rate

34.0Kg/M.T. i.e. 3.4 % of total mix including

heating the aggregate and asphalt by Batch mix

plant and spreading the same by censor paver

finisher and consolidation with vibratory roller

including providing all materials, equipments, tools

and plants, oil, kerosene, fire wood, labour charges

22 Close Graded Premix Surfacing/Mixed Seal 33.60 MT 4832.79

Surfacing (Mechanical means using HMP of

appropriate capacity not less than 75 tonnes/hour.

Providing, laying and rolling of close-graded premix

surfacing material of 24 mm thickness composed of

11.2 mm to 0.09 mm (Type-a) aggregates using

penetration grade bitumen to the required line,

grade and level to serve as wearing course on a

previously prepared base, including mixing in a

suitable plant, laying and rolling with a Smooth

wheeled roller 8-10 tonne capacity, and finishing to

required level and grade. )

23 Providing and applying priming coat with emulsion 597.00 Sqm 90.64

SS1 grade at the rate of 7.50 kg/ 10 Sq.mt.

including cost of asphalt and preparing the surface

heating and applying etc. complete.

Bill of Quantity

Item of work Quantity Unit Rate In Figure Amount

24 Road marking with hot applied thermo plastic 27.20 Sqm 367.73

paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick includlng

reflectorsing glass beads@ 250 gms per sqm area,

thickness of 2.5mm is excluding of surface applied

glass beds as per IRC-35 2015. The finished

surface to be level,uniform and free from sreaks

and holes. zebra patta/bump patta lane/center

line/edge line/cut patta. The white color marking

should provide liminance coefficent on cement road

shall be min 130mcd/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 resistnce as mentioned in the

section 15 of IRC35-2015. warrenty for retro

reflectivity shall be two years

25 Cautionary Warning Sign :-Providing and fixing sing 7.00 Each 3808.66

boards made out of 2mm aluminium sheet; size

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 best quality 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

26 Hazard Marker Sign :-Providing and fixing sing 7.00 Each 2423.74

boards made out of 2mm aluminium sheet; size

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)...

Bill of Quantity

Item of work Quantity Unit Rate In Figure Amount

27 Regulatory/Mandatory signs : Providing and fixing 7.00 No 3439.81

sing boards made out of 2mm 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)...

28 Providing and erecting a 'W' metal double beam 105.00 Rmt 5707.51

crash barrier comprising of 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 m center to center,

m high, 1.1 m below ground/road level, all steel

parts and fitments to be galvanised by hot dip

process, all fittings to confirm 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

mm, 330 mm long complete as per clause

29 Cat Eye/ Road Stud / RPM: Supplying Raised 45.00 Each 217.41

Pavement Markers made of polycarbonate and ABS

moulded body and reflective panles with micro

prismatic lens (No Glass lens) capable of providing

total internal reflection of light entering the lens

face and shall support a load of 13635 kgs. tested

in accordance to ASTM D 4280 Type H and

Complyinh to Specification 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 20mm, 130 mm and 130mm and with

minimum reflective area of 13 sqcm on each side

and the slope to the base shall be 35+/-5 degrre.

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 color of

the marker should be as per the IRC 35-2015 and

as directed by Engineer-in-charge

Bill of Quantity

Item of work Quantity Unit Rate In Figure Amount

30 Citizens information Board:Providing and fixing of 2.00 Each 23801.66

typical information board as per instruction.Two MS

plates of 1.6m thick, of 900mm x 750mm size fixed

at top & bottom duly welded with MS angles pf

x 25 x 5mm thick M.S plate shall be welded by two

vertical 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 grage blocks of 600mm x

600mm x 750mm, 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 drawing

31 Supply & fixing logo board of diamond size (600 x 2.00 Each 4565.20

600 mm) 16 gauge & board plate size (900 x250

mm) 16 gauge thick M S Plate and 2.40 meter

deep length single angle 75 x 75 x 6 mm size

including fitting and painting lettering with

luminous colour as per drawing etc.

32 Providing & making Gabion structure with 829.00 Cu.m. 1380.67

Mechanically Woven Double Twisted Hexagonal

Shaped Wire mesh Gabion Boxes as per IS

16014:2012, MORT&H Clause 2500, of required

size, Mesh Type 10x12 (D=100 mm with tolerance

of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm,

mechanically edged/selvedged with partitions at

every 1m interval and shall have minimum

numbers of openings per meter of mesh

perpendicular to twist, tying with lacing wire of

diameter 2.2 mm, supplied @3% by weight of

Gabion boxes, filled with boulders with least

dimension of 200 mm, as per drawing, all complete

as per direction of Engineer-in-charge.

33 Supplying and laying of mechanically bonded 621.00 Sqm 80.80

polypropylene non woven geotextile (250gsm) as

filter media behind gabion units, Beneath the

mattress and application as per MoRTH 700 Type-I

geotextile. The width of geotextile roll shall not be

less than 4.5 m, at easily accessible location

including top and bottom, with all leads and lifts,

manpower and machinery, materials, labour etc.

complete and as directed by Engineer - In -

34 Construction of 200 mm thick compacted coarsed 25.00 Cu.m. 679.73

granular subbase by providing coarse graded

machine crushed B.T. material satisfying MOST

specification (Grade-V crushed B.T. stone

aggregate 26.5 mm to 9.5 mm @ 50 %, 9.5 mm to

2.36 mm @ 20% and 2.36 mm below @ 30 % )

including spreading in uniform layer with motor

grader on prepared surface, mixing by mix in place

method with rotavator at OMC and compacting

with vibratory roller to achieve the desired density

Bill of Quantity

Item of work Quantity Unit Rate In Figure Amount

35 Informatory Signs :-Providing and fixing sing 2.00 Nos 3856.90

boards made out of 2mm aluminium sheet; size

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 size iron 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)..

36 Diversion Signs board :-Providing & Fixing sign 2.00 Nos 6798.92

boards made out of 2mm 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)...

37 Supplying and fixing reinforced concrete heavy duty 7.50 Rmt 4491.62

nonpressure pipes with 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 /

Class NP4 of following internal diameter. (v)

38 Providing parapet of controlled cement concrete M- 63.00 Rmt 1310.98

30 as per detailed detailed drawings with necessary

reainforcement including, shuttering, laying

vibrating and finishing to line and level complete.

(ii) Cast in situ.

39 Providing and fixing guard stone as per I.R.C. type 28.00 Each 350.81

design including white washing etc. complete fixing

Total Bill of Quantity

In Words :- One Crore Seventy Seven Lakhs Fourty Six Thousand Three Hundred Five and Paise Ninety Two Only.

I/We am/are willing to carry out the work at ……....................................% above/below percent (Should be written in figures and words) of the

estimated rate mentioned above. Amount of my /our tender works out as under.

Bill of Quantity

Item of work Quantity Unit Rate In Figure Amount

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………...........…% Above

Net Rs. Total Rs.

In words In words

Note 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.

Note 2-GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 3-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 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.

Note 5-The Contractor will have to submit the all mix design at his own cost before excavation as directed and to be approved from the Engineer in charge.

Note 6:-An amount of Rs. 1,27,710.10 ( Rupees One Lakh Twenty Seven Thousand Seven Hundred Ten and Paise Ten Only.) towards estimated credit

value of dismentaling shall be recovered from the first R.A. Bill of this work irrespective of the quantity actually received on site.

Note 7:-Above all Iteams of Schedual-B with Iteam Description,Unit,Rate & Amount have verified by me and found order.

Deputy Executive Engineer Divisional Account

Panchayat (R&B) Sub Division Panchayat (R&B) Division

Executive Engineer

Panchayat (R&B) Division