Construction of Box Culvert on Amdha Nishal Faliya Main Road to Zari Faliya, Mani Faliya to Nalimadhni Joing Road K.M. 0/4 to 0/6 & 1/6 to 1/8 Ta. Kaprada.

BILL OF QUANTITES

Memorandum showing items of work to be carried out

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

1 Dismentaling the existing structure including removing and stacking 64.00 Cum. 909.910 ₹

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

2 Removing all type of hume pipes and stacking within a lead of 1000 82.50 Rmt 248.360 ₹

metres including earthwork and dismantling of masonry works.

3 Excavation for foundation in sand, gravel, clay soft soils and murrum 438.40 Cum. 501.090 ₹

etc. including shoring, strutting dewatering as necessary and

disposing of the excavated stuff as directed.(A) Depth upto 3.0 M.

and lead upto 100m for 10 Cum.

4 Excavation in large boulders and soft rock by welding including 10.60 Cum. 701.531 ₹

shoring, strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

5 Providing and filling PCC in foundation with ordinary cement 52.90 Cum. 3610.750 ₹

concrete M15 grade and providing necessary pin headers including

formwork, vibrating, ramming, compaction, leveling, curing, etc.

6 complete. and casting in-situ controlled cement concrete of M30

Providing 78.20 Cum. 4758.110 ₹

grade for RCC work for Box Culvert Base Slab with 20 mm down

coarse aggregate of the required size for any depth including

dewatering, scaffolding centring, shuttering, mixing, placing in

position, consolidating with mechanical vibrators, curing,

deshuttering carefully, making good the damages, fixing embedment,

inserts, pockets, wherever necessary as per specification and drawing.

7 Providing and casting in-situ controlled cement concrete of M30 78.20 Cum. 5645.900 ₹

grade for RCC work for Box Culvert Walls with 20 mm down coarse

aggregate of the required size for any depth including dewatering,

scaffolding centring, shuttering, mixing, placing in position,

consolidating with mechanical vibrators, curing, deshuttering

carefully, making good the damages, fixing embedment, inserts,

pockets, wherever necessary as per specification and drawing.

8 Providing and casting in-situ controlled cement concrete of M30 34.90 Cum. 5408.550 ₹

grade for RCC work for Box Culvert Top Slab with 20 mm down

coarse aggregate of the required size for any depth including

dewatering, scaffolding centring, shuttering, mixing, placing in

position, consolidating with mechanical vibrators, curing,

deshuttering carefully, making good the damages, fixing embedment,

inserts, pockets, wherever necessary as per specification and drawing.

9 Providing and laying in position Corrosion Resistance Steel (CRS) 20.15 MT 68936.540 ₹

FE 550D TMT bar reinforcement including cutting, bending,

hooking and tying complete as per detailed drawings for the

10 following. & laying weep hole in Aburtments, and returns by using

Providing 150.20 Nos. 84.950 ₹

A.C. pipe of 100mm including laying in proper grede and jointing the

completed as per detailed specification.

11 Providing and filling sand behind Box Culvert and between return 246.20 Cum. 480.410 ₹

Wall in layers as directed

12 Providing and laying - Fitter Media 600mm thick directed at the 150.20 Sqm. 1248.740 ₹

back of abutments, returns and wing walls as per detailed

specifications.

13 Construction of RCC railing of M30 Grade in-situ with 20 mm 56.00 Cum. 2057.370 ₹

nominal size aggregate, true to line and grade, tolurence of vertical

RCC post not to exceed 1 in 500, centre to centre spacing between

vertical post not to exceed 2000 mm, leaving adequate space between

vertical post for expansion, complete as per approved drawings and

technical specifications.

14 Providing G.I. 100mm diameter water spouts including necessary 10.00 Nos. 159.370 ₹

iron gratings as per drawings.

15 Providing and casting in situ controlled cement concrete concrete M- 31.60 Cum. 5252.000 ₹

30 for approach slab cluding formwork curing and finishing

Providing and laying boulders apron on river bed for protection 31.10 Cum. 1053.431 ₹

against scour with stone boulders weighing not less than 40 kg each

complete as per drawing and Technical specification.

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

17 Providing and laying Pitching on slopes laid over prepared filter 61.80 Cum. 1051.410 ₹

media including boulder apron laid dry in front of toe of embankment

complete as per drawing and Technical specifications

18 Providing and Casting in situ controlled Cement Concrete M-200 for 29.10 Cum. 4493.450 ₹

toe walls including necessary shuttering laying, vibrating, ramming

and curing complete.

19 Earthwork for embankment including breaking clods, dressing with 418.40 Cum. 165.283 ₹

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 depression which occur during the process using power roller 8T

to 10T.(E) From Borrow area within 3.0KM. lead 100mm extra taken

for stage construction

20 Providing and laying Filter material underneath pitching in slopes 28.00 Cum. 877.690 ₹

complete as per drawing and Technical specification

21 Construction of granular sub-base by providing close graded 63.60 Cum. 1848.181 ₹

Material, mixing in a mechanical mix plant at OMC, carriage of

mixed Material to work site, spreading in uniform layers with motor

grader on prepared surface and compacting with vibratory power

roller to achieve the desired density, complete as per clause

Bound Macadam providing laying spreading and compacting 95.30 Cum. 2059.390 ₹

stone aggregate of specific size to WBM specification including

spreading in uniform thickness, hand packing,rolling with 3 wheeled

steel/vibratory roller in stages to proper grade and camber, applying

and brooming requisite type of screening/binding Materials to fill up

the interstices of coarse aggregate, watering and compacting to the

required density.

23 Open - Graded Premix Surfacing (Providing, laying and rolling of 423.00 Sq.m. 121.820 ₹

open - graded premix surfacing of 20 mm thickness composed of

13.2 mm to 5.6 mm aggregates either using penetration grade

bitumen or cut-back or emulsion to required line, grade and level to

serve as wearing course on a previously prepared base, including

mixing in a suitable plant HMP, laying and rolling with a smooth

wheeled roller 8-10 tonne capacity, finished to required level and

Providing and casting in situ controlled cement concrete M-40 for 8.70 Cum. 4673.271 ₹

average 100 mm thick wearing coat laid as directed dincluding

tamping, vibrating, finishing, curing and fillingin joints with bitumen

25 Providing and laying 50mm thick bituminous macadam B.T. 57.00 M.T 3769.320 ₹

aggregate as per MORT&H specification VG-30 and tack coat @

2.50 kg./10 smt. With mechanical sprayer & bitumen grade RS-1 for

mixing @ 34kg/mt. i.e. 3.40% by weight of total mix including

heating and mixing the aggregate & asphalt in continuous batch mix

plant and spreding the same by sensor paver finisher & consolidation

with vibratory roller including providing all materials equipments,

tools & plant, fire wood, oil, kerosene, labour charges etc. complete

using contractor's own machinery drum mix plant & paver finisher

26 Providing and laying of Hot applied Thermoplastic compound 2.5 14.10 Sqm 367.721 ₹

mm thick including Reflectorising Glass Beads @ 250 gms per sqm

area, thickness of 2.5 mm is exclusive of surface applied glass beads

as per IRC : 35 & finished surface to be level, uniform and free from

streaks and holes. (As per Government letter No.SOR 102003/94/S-

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

27 Cautionary Warning Sign :-Providing and fixing sign boards made 4.00 Nos. 5077.270 ₹

out of 2mm aluminium sheet / 4mm ACP (Aluminum 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 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

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 warranty for 10 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. (A) Class-C

Type-11 Retro Reflective sheeting

28 Regulatory / Mandatory Sign :-Providing and fixing sign boards 4.00 Nos. 7828.510 ₹

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 900 cms Dia Circle 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 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

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 warranty for 10 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. (A) Class-C

Type-11 Retro Reflective sheeting

29 Direction (Junction) Sign :-Providing and fixing sign boards made 4.00 Nos. 26572.090 ₹

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 244x122 cms. rectangular as per design of IRC-67-

Pre treated with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications;

4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable size iron

angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in

black and white 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 warranty for 10 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. (A) Class-C Type-11 Retro Reflective

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

30 Chevron sign :-Providing and fixing sign boards made out of 4.00 Nos. 4681.350 ₹

1.5mmaluminium sheet / 3mm ACP (Aluminum composite Panel);

size60x50 cm as per design of IRC-67-2012. Pre treated

withphospheting process & acid etching; coated with one coat of

epoxyprimer and two coats of best quality epoxy paint ;reflectorised

with Micro Prismatic Grade retro refiectivesheeting of Type-11 as

per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 50 x 50 x 5mm;

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 10 years for the Retro reflective sheeting from

originaa 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. (A) Class-C Type- 11 Retro Reflective

31 Supplying promoulded bituminous joint filler.(ii) 20mm thick 8.70 Cum 611.131 ₹

32 Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and 32.80 Rmt 4145.040 ₹

erecting a "Thrie" metal beam crash barrier comprising of 3 mm

thick corrugated sheet metal beam rail, 85 cm above road/ground

level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm

spaced 2 m centre to centre, 2 m high with 1.15 m below ground

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 space of channel section 150 x 75 x

mm, 546 mm long complete as per clause 811)

Rupees Fourty Seven Lac Fifty Five Thousand Five Hundred Twenty Seven and Paise Sixty Five Total ₹

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.

Amount of My / our Tender Work out as under.

* Estimated amount put to tender.RS. 12,67,04,367.26 Estimated amount put to tender.RS.

(* Please strike out whichever is not applicable.)

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no

1 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.

5 All works shall be carried out as per latest MORTH Specification Booklet and other specification of Division as directed.

Testing of material shall be done as per statement attached with specification. The material should be tested in GERI or Private laboratory

approved by Govt. of Gujarat. Bill for testing charges should be paid by Executive Engineer and 1% amount as per the schedule - B

6 computed after deducting the cost of materials to be supplied by the Govt. and shall be recovered from the contractor's running bill as per

Govt., R&B Department No. TNC-1085/(4)/C dtd 20-12-91.

Sign of Bidder Executive Engineer

Pan(R & B ) Division