MMGSY Year (2025-26), Construction of Box Culvert on Vasvani Bagaliya Road Km. 2/400 to 2/600, Ta:Nasvadi, Dist:Chhotaudepur

Name of Work: MMGSY Year (2025-26), Construction of Box Culvert on Vasvani

Bagaliya Road Km. 2/400 to 2/600, Ta:Nasvadi, Dist:Chhotaudepur

BILL OF QUANTITIES

Item Description of Item (with brief specification and reference to

Quantity Unit Rate Amount

1 Excavation for foundation upto 1.5m depth including sorting

out and stacking of useful materials and disposing of the 554.00 Cumt 259.93

excavated stuff upto all lead (A) Dense or hard soil.

2 Providing and laying rubbles for Apron (Each stone weighing

not less than 40kg) including and packing and filling in the 50.00 Cumt 1092.52

interstices with quarry spall.

3 Providing and casting in situ Ordinary cement concrete M-150

for R.C.C. Raft and cut-off walls including necessary shuttering 50.00 Cumt 3666.43

laying, vibrating, ramming and curing complete.

4 Providing and casting in situ controlled Cumcement concrete

M - 300 for R.C.C. raft and cut-off walls including necessary 31.00 Cumt 3811.74

shuttering , laying , vibrating,ramming and curing complete.

5 Providing and casting in situ controlled cement concrete M -

300 for R.C.C.return as per drawing including centering,

shuttering, scaffolding where necessary laying, vibrating, 80.00 Cumt 5346.98

curing and finishing complete (A) Height from 0.00 to 5.0 Mt

(1) Piers (2) Abutments (3) R.C.C. Return.

6 Providing and casting in situ controlled cement concrete M -

300 for R.C.C. solid slab including centering, scaffolding curing 70.00 Cumt 5795.18

and finishing complete.

7 Providing and casting in situ ordinary cement concrete M-200

mix and providing necessary pin headers including shuttering

scaffolding , laying, vibrating , curing and finishing complete 50.00 Cumt 4287.51

without V-Grooves. (A) Height from 0.0mt to 5.0 mt. ( Up to

8 Providing and casting in situ controlledcement concrete M -

400 for average 100mm thick wearing coat laid asdirected

including tamping, vibrating,curing and finishing , curing and

fillingjoints with bitumen complete. ( Up to10 Ton).

9 Providing and laying in position FE 550D TMT bar

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the following.(A) Piers

(B) Abutments(C) R.C.C. Returns

10 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

reinforcement with epoxy coating 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

specified as per drawing attached.

11 Providing and laying filter media 600mm thick as directed at

the back of abutment return & wing wall as per detailed 505.00 Sqm 1268.86

12 Providing and laying weep holes in abutments, and returns by

using A.C. Pipe of 100mm including laying in proper grade and 508.00 Nos 88.76

jointing the complete as per detailed specification.

13 Providing Pre-moulded asphalt filler joints as per drawings.(A)

14 Providing fusion bonded Epoxy coating not less than

micron thickness and up to 300 micron to reinforcement bars

as per IS-13620-1993/ASTM-775 M including testing of coating 8.00 Cum 10162.62

at plant and all taxes (A) 10mm to 16mm dia bar

15 Providing fusion bonded Epoxy coating not less than

micron thickness and up to 300 micron to reinforcement bars

as per IS-13620-1993/ASTM-775 M including testing of 11.00 Cum 7296.24

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

16 Dismentaling the existing structure including removing and

staking the dismentelled material as and where directed (A) 68.00 Cum 952.51

17 Clearing and grubbing road land including uprooting trunk

vegetation, grass bushes, shrubs, sapligs and trees girth upto

300 mm removal of stumps of trees cut earlier & disposal of 0.03 Ha 28455.00

unserviceable material. (C) By Mechanical means in area of

18 Earthwork in cutting including preparing the slope and camber

andstacking or utilising the cutting stuff in bank as directed

upto 200 Meters from the end of cutting with all lead and 124.00 Cum 266.77

lift.(i) Hard murrum.

19 Earth work 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 occurs during 460.00 Cum 163.95

the process using power roller of 8 tonne to 10 tonne all as per

20 Construction of granular sub-base Gr-I by providing coarse

graded B.T. machine crushed material satisfying MOST

specification of (grading I) using materials (53 mm to

mm@ 35 percent, 26.5 mm to 4.75 mm @ 45 percent,

mm below @ 20 percent) including spreading in uniform layer 67.00 Cum 1502.88

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 etc. complete.

21 Providing and filling in foundation with ordinary Cement

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing 76.00 Cum 3341.41

22 Providing and laying contolled cement concret M-30 and

curing complete including compacting with surface mechanical

vibrator, mechanical floater, chanelling formwork, grooving

including providing dowel bar, tai bar, expantion joint and 124.00 Cum 4739.35

construction joint including filling asphalt filler joint as per

instruction of Engineer in charge

23 Providing and fixing in position FE 500D TMT bar reinforement

including cutting, bending and tying complete as per detailed

drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. 2.27 MT 73210.75

Approch slab.(D) Wearing Coat.

24 Supplying, stacking & spreading Hard murrum on road side for

hard side shoulder of work as per specification including rolling 11.00 Cum 1100.90

& watering complete.

25 Providing Diversion suitable for traffic during the construction

period of the Bridge/ CD work by Levelling Existing Ground and

pipe culvert including road furniture and signages as per 40.00 Rmt. 11014.05

requirement and instructed by E.I.C.

26 Informatory Signs :-Providing and fixing sing boards made out

of 2mm 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 2.00 No. 3856.90

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

27 Cautionary Warning Sign :-Providing and fixing sing boards

made out of 2mm 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 2.00 No. 3808.66

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

28 Road Marking with hot thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot

applied thermoplasic compound 2.5 mm thick including

refectorising glass beads @ 250 gms per sqm area, thickness of

2.5 mm is excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and free from

streaks and holes. Zebra patta/bump Patta lane/Centre line/

edge line/ Cut patta. The White color marking should provide 41.00 Sqm 367.72

liminance coefficient on cement road shall be min

mcd/m2/lux and Ashphalt 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 section-15 of

IRC-2015 Warrenty For Reflectivity shall be Two Year.

29 Cat Eye / Road Stud/RPM: Supplying of MoIded Twin Shanks

Raised Pavement Markers made of 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

Ci,cular 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 89.00 No. 217.40

side and andd slope to the base shall be 35 +/-5 degree. The

strength of detachment of the integrated cylindrical shanks,

(of diameter not less than 19 +/- 2 mm and height not less

than 30 +/- 2 mm) from the body is ro be a ninimum value of

500 Kgf: Fixing will be by drilling holes on the road for the

Shanks to go inside, Without nails and using epoxy resin based

adhesive as per manufacrurer's recommendation and The

color of the marker should be as per he IRC 35-201S and as

directed by Engineer-In-charge.

30 Type - A, "W" : Metal Beam Crash Barrier (Providing and

erecting a "W" metal beam 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 centre to centre, 1.8 m high,

m below ground/road level, all steel parts and fitments to be 40.00 Rmt. 3496.62

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 811)

31 Providing and Fixing Logo Board of MMGSY diamond siz(600 x

600mm) 16 gauge & board plate size (900 x 250 mm) 16 guage

thick MS Plate and 2.40 meter depp length singangle 75 x 75 x

6 mm size including fitting in CC Block CC 1:2:4, 30 x 30 x 85 2.00 Nos. 6146.86

Cm including necessary excavationpainting, lettering with

luminious colour as per drawing etc.

32 Provading & casting in situ ordinary cement concrete M

mix and providing necessary pinheaders including , shuttering

scaffolding laying vibrating and finishing without V-Grooves. 528.00 Cumt 3917.79

(A) Heigth from 0.0 m to 5.0m for head wall of causeway

33 Filling available excavated earth (excluding rock) in trenches,

plinth , sides of foundation etc. layers not exceeding 20cm in

depth consolidating each deposited layers by ramming and 124.00 Cumt 137.47

The amount of dismentalled credit materials shall be deducted from Running Bill.

In Words: Eighty Three Lakh Fifty Thousand Nine Hundred Fifty-Nine Rupees and Sixty-Nine Paise 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.

* Estimated Amount * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (Please strike out whichever 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 The amount of dismentalled credit materials at Rs. 338143.4 shall be deducted from Running Bill.

6 The Contractor will have to submit the mix design for different grades his own cost before execution as

directed and to be approved from the engineer in charge.

Deputy Executive Engineer Executive Engineer

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

Nasvadi Chhotaudepur