Construction of New Slab Drain Instead of Old Slab Drain on Dethali-Chandesar-Hishor Road Ch.3/800, Dist.Patan

Name of Work :-

Construction of New Slab Drain Instead of Old Slab Drain on Dethali-Chandesar-Hishor Road Ch.3/800,

Bill of Quantity

It Quantities Item of Work Estimated Rate Unit Total Amount

It Quantities Item of Work Estimated Rate Unit Total Amount

No. estimated According to

Rs. In In Words

but may Estimated

1 100.00 Diversion :- 1,818.31 Rupees One Rmt.

Providing Diversion of Road 5.50 mt width Hundred Eighteen

(having 5.80 mt Formation width) for Structure And Paise Thirty

by Providing & spreading Earth Work, 150mm

GSB,150mm WMM, 50mm BM, NP-3 900mm

dia pipe & Removing after completion of work.

The length of Road is Depend on site condition

etc. as directed by Engineer in charge.

2 872.00 Demolition including stacking of serviceable 1,133.89 Rupees One Cum.

materilas and disposal of unserviceable Hundred Thirty

materials with all lead and lift. Three And Paise

Eighty Nine Only

(i) R.C.C. work

3 1,275.00 Excavation for foundation in sand, gravel, clay 535.45 Rupees Five Cum.

Hundred Thirty Five

soft soils and murrum etc. including shoring, And Paise Forty

strutting dewatering as necessary and Five Only

disposing of the excavated stuff as directed.

(A) Depth upto 3.0 M. and lead upto 100m for

4 716.00 Excavation for foundation in sand, gravel, clay 628.19 Rupees Six Cum.

soft soils and murrum etc. including shoring, Eight And Paise

strutting dewatering as necessary and Nineteen Only

disposing of the excavated stuff as directed.

(B) Depth from 3.0 to 6.0 M.and lead upto

100m for 10 Cum

5 203.00 Providing and casting in situ Ordinary cement 3,573.53 Rupees Three Cum.

concrete M-150 for R.C.C. Raft and cut-off Hundred Seventy

walls including necessary shuttering laying, Three And Paise

Fifty Three Only

vibrating, ramming and curing complete.

6 1,830.00 Providing and casting in Controlled cement 4,982.99 Rupees Four Cum

concrete M-200 for R.C.C. return as per Hundred Eighty

drawings including centering shuttering, Two And Paise

Ninety Nine Only

scaffolding where necessary, laying vibrating,

curing and finishing complete.

(A) Height from 0.0 to 5.0 M.

(1) Piers (2) Abutment (3) RCC return

7 18.00 Providing and fixing in position Mild steel dowel 341.29 Rupees Three No.

Hundred Forty One

bars in pier caps or abutment caps for And Paise Twenty

anchorage in fixed end as per detailed Nine Only

drawings including cutting, bending and welding

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It Quantities Item of Work Estimated Rate Unit Total Amount

It Quantities Item of Work Estimated Rate Unit Total Amount

No. estimated According to

Rs. In In Words

but may Estimated

8 18.00 Providing and fixing in position Mild steel dowel 399.70 Rupees Three No.

bars in pier caps or abutments caps for Nine And Paise

anchorage in free end as per detailed drawing Seventy Only

including cutting, bending and welding

9 36.00 Providing and casting in Controlled cement 4,705.59 Rupees Four Cum.

concrete M.250 for R.C.C. works in pier cap Hundred Five And

abutment cap and dirt wall including ordinary Paise Fifty Nine

cement concrete M.250 Bed block or pedestal

or required size below bearings as per detailed

drawings, centering, shuttering, scaffoldiring,

tar paper, wherever necessary, laying vibrating

curing and finishing complete.

10 297.00 Providing and casting in Controlled Cement 4,682.60 Rupees Four Cum.

concrete M.250 for R.C.C. solid slab including Hundred Eighty

centering, scaffolding, Tar Paper, Curing and Two And Paise

finishing complete.

11 35.00 Providing and casting in Controlled cement 4,142.66 Rupees Four Cum.

concrete M-200 for average 75 mm thick Hundred Forty Two

wearing coat laid as directed including And Paise Sixty Six

Hardner, tamping, vibrating, finishing, curing

and filling in joints with bitumen complete.

12 36.00 Providing and casting in Controlled cement 4,005.30 Rupees Four Cum.

Thousand Five And

concrete M.200 for approach slab including Paise Thirty Only

formwork curing and finishing complete.

13 64.33 Providing and laying in position FE 500D TMT 73,858.69 Rupees Seventy MT

bar reinforcement including cutting, bending, Eight Hundred Fifty

hooking and tying complete as per detailed Eight And Paise

Sixty Nine Only

drawings for the following.(A) Piers (B)

Abutments (C) R.C.C. Returns (D) Solid Slab

14 1,356.00 Filling available excavated earth (excluding 137.47 Rupees One Cum

rock) in trenches. plinth, sides of foundations Seven And Paise

etc. in layers not exceeding 20cm. in depth Forty Seven Only

consolidating each disposited layer by ramming

15 51.00 Providing and filling sand behind abutments 462.99 Rupees Four Cum

Hundred Sixty Two

and between returns in layers as directed. And Paise Ninety

16 13.00 Providing Pre-moulded asphalt filler joints as 703.53 Rupees Seven Sqm

Hundred Three And

per drawings. Paise Fifty Three

17 300.00 Providing & laying weep hole in Abutments, and 90.83 Rupees Ninety And No.

Paise Eighty Three

returns by using A.C. pipe of 100mm including Only

laying in proper grade and jointing the

completed as per detailed specification.

18 58.00 Providing and laying - Fitter Media 900mm 1,543.61 Rupees One Sqm

thick directed at the back of abutments, returns Hundred Forty

and wing walls as per detailed specifications. Three And Paise

19 12.00 Providing G.I. 100mm diameter water spouts 536.03 Rupees Five No.

Hundred Thirty Six

including necessary iron gratings as per And Paise Three

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It Quantities Item of Work Estimated Rate Unit Total Amount

It Quantities Item of Work Estimated Rate Unit Total Amount

No. estimated According to

Rs. In In Words

but may Estimated

20 176.00 Construction of granular sub-base by 1,818.73 Rupees One Cum

providing well graded material, (Metal 25.60 Hundred Eighteen

mm to 53 mm 35%, B.T. Kapachi 25.60 mm to And Paise Seventy

4.75 mm 45% & Coarse sand below 2.38 mm

20% }spreading in uniform layers with motor

grader on prepared surface, mixing by mix in

place method with rotavator at OMC, and

compacting with smooth wheel roller to

achieve the desired density, complete as

per Technical Specification Clause

21 220.00 Providing and laying, spreading and 1,835.01 Rupees One Cum

compacting graded stone aggregate to Wet Hundred Thirty Five

Mix Macadam (W.M.M.) specification including And Paise One

premixing the material with water at OMC in

mechanical mix plant carriage of mixed material

by tipper to site, laying in uniform layers with

mechanical means Paver Finisher in sub-base

/base course on well prepared surface and

compacting with vibratory roller to achieve the

desired density.

22 66.00 Providing and laying 37.50 mm Th. Builtup 2,839.48 Rupees Two MT

spray grout base (BUSG) in Varying thickness Hundred Thirty Nine

for grade correction with asphalt VG-30 for tack And Paise Forty

coat at the rate of 2.50 Kg./ 10 Sqmt. B.T.

surface and using B.T. stone aggregates as per

required gradation with the asphalt of VG-30

grade at the rate of 1.99% i.e.19.90 Kg./M.T. by

weight by mix including heating and mixing in

drum mix plant, transporting the mix spreading

the same by paver finisher and consolidation by

vibrator roller MORTH specification including

cost of all materials, fuel labours, tools and

plant etc using contractor own drum mix plant

[With Tack Coat]

23 97.00 Providing & Laying 50mm thick Compacted 3,531.66 Rupees Three MT

Bituminous Macadam (BM) using crushed Hundred Thirty One

stone aggregate as per MORT & H gradation And Paise Sixty Six

with Asphalt VG-30 for Tack coat @ rate of

Kg. / 10 Sqm with mechanical sprayer & VG-30

Grade Bitumen @ Rate of 3.40% by weight of

total mix (i.e. 34kg/mt by wt. of total mix) for

binding including heating and mixing the

Asphalt and aggregates by continuous batch

mix plant and transporting the mix and

spreading the same by paver finisher and

consolidation with vibratory road roller including

using all necessary equipments, tools, plants,

including cost of all materials, firewood, oil,

lubricants, labour charges etc. complete. (With

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It Quantities Item of Work Estimated Rate Unit Total Amount

It Quantities Item of Work Estimated Rate Unit Total Amount

No. estimated According to

Rs. In In Words

but may Estimated

24 41.00 Providing & laying 25mm. thick compacted 4,272.08 Rupees Four MT

SDBC with B.T. Stone chips as per MORT&H Hundred Seventy

gradation & specification with bulk asphalt VG- Two And Paise

30 (60/70) for mixing at the rate of

Kg./MT by wt. of total mix i.e.(5.00% by weight

of total mix) incl. heating the asphalt &

aggregates by contineous batching drum mix

plant & spreading the same by paver finisher

incl. rolling & Consolidation with 10-12 tonnes

vibratory & paver roller & pro. all materials,

equipments, tools and plants, fire wood, oil,

kerosene, labour charges etc and using

contractor's own machinaries drum mix plant &

paver finisher including supplying etc. complete

(Without tack coat)

25 75.00 Road Marking with Hot Applied thermoplastic 367.72 Rupees Three Sqm

Paints with Reflectorising glass beads on Seven And Paise

bitumen surface providing and laying a hot Seventy Two Only

applied thermoplastic compound 2.5 mm thick

including reflectorising 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 / center line / edge line / cut

patta. The white colour marking should provide

luminance coefficient on cement road shall 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

and as directed by engineer in charge.

Warranty for retroreflectivy shall be two year.

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It Quantities Item of Work Estimated Rate Unit Total Amount

It Quantities Item of Work Estimated Rate Unit Total Amount

No. estimated According to

Rs. In In Words

but may Estimated

26 54.00 Cat Eye / Road Stud / RPM : 326.23 Rupees Three No.

Hundred Twenty Six

Supplying Molded Twin Shanks Raised And Paise Twenty

Pavement Markers made of Polycarbonate and Three Only

ABS Molded 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 20mm, 130mm and 130mm

and with minimum reflective area of 13 Sqcm

on each side and the slope to the base shall be

35+/-5 degree. The Strength of detachment of

the integrated cylindrical shanks. (of diameter

not less than 19+/-2mm and height not less

than 30+/-2mm) from The body is to be a

minimum 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 manufactures

recommendation and the colour of the marker

should be as per the IRC 35-2015 and as

directed by Engineer in charge.

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It Quantities Item of Work Estimated Rate Unit Total Amount

It Quantities Item of Work Estimated Rate Unit Total Amount

No. estimated According to

Rs. In In Words

but may Estimated

27 2.00 Cautionary Warning Sign :- 3,906.19 Rupees Three No.

Providing and fixing sign boards made out of Hundred Six And

2mm aluminium sheet / 4mm ACP (Aluminum Paise Nineteen

composite Panel); size 90 x 90 x 90 cms.

equilateral triangle 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; 3.6mtr 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 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.

(B) Class-B Type-4 Retro Reflective sheeting

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It Quantities Item of Work Estimated Rate Unit Total Amount

It Quantities Item of Work Estimated Rate Unit Total Amount

No. estimated According to

Rs. In In Words

but may Estimated

28 51.00 Providing Yellow & Black Patta (three coat) 97.48 Rupees Ninety Sqm

Seven And Paise

including Distempeing (Three coats) with oil Forty Eight Only

bound distemper of approved brand and

manufacture and of required shade on wall

surfaces to give an even shade, over and

including a priming coat with distemper primer

of approved brand and manufacture after

thoroughly brushing the surface free from

mortar dropping and other foreign matter and

also including preparing the surface even and

sand papered smooth as per instruction of

Engineer Incharge

29 709.00 Finishing wall with weather proof exterior 122.14 Rupees One Sqm

emulsion paint on wall surface (two coats) to Two And Paise

give an required shape even shade after Fourteen Only

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered

materials.etc complete.

30 50.00 Type - A, "W" : Metal Beam Crash Barrier 3,405.72 Rupees Three Rmt

(Providing and erecting a "W" metal beam Hundred Five And

crash barrier comprising of 3 mm thick Paise Seventy Two

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, 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 811)

I / We am / are willing to carry out the work at …………………………………. % Above / Below percent

(Should be written in figures and words) of the estimated rates mentioned above. Amount of my / our tender works

Estimated Amount Estimated Amount

Put to Tender Rs……………………. Put to Tender Rs…………………….

Add ……..…. % Above Rs……………………. Deduct .………. % Below Rs…………………….

Net Rs……………………. Net Rs…………………….

* (Please strike out whichever is not applicable)

Note 1 :- All work shall be carried out as per public works department Handbook and other specifications of

Division or as directed.

Note 2 :- All the columns is Schedule should be filled in ink and the total of the entries in the last column

should be struck by the contractor under his signature.

Note 3 :- Rates quoted include clearance of site (prior commencement of work and at its close) in all respects

and hold good for work under all conditions, site, moisture, weather etc.

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It Quantities Item of Work Estimated Rate Unit Total Amount

It Quantities Item of Work Estimated Rate Unit Total Amount

No. estimated According to

Rs. In In Words

but may Estimated

Note 4 :- To be continued on additional sheets, if found necessary.

Note 5 :- Credit for Dismantle Material Rs.3,25,000/- will be deduct from R.A.Bill (Fix Deduction)

Dated Signature of the contractor

Deputy Executive Engineer Executive Engineer

Road & Building Sub Division Road & Building Division

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