Widening, Resurfacing and Strenthning work of Gundiwada to Rabarigoliya Rehabilitation and Peri-Feri Road of Sipu Dam project, Ta. Dantiwada, Dist. Banaskantha.

BILL OF QUANTITIES

Name of Work :- Widening, Resurfacing and Strenthning work of Gundiwada to

Rabarigoliya Rehabilitation and Peri-Feri Road of Sipu Dam

project, Ta. Dantiwada, Dist. Banaskantha.

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Item Description of Item (with brief specification Quantity Unit Rate In Amount

No and reference to book of specifications) figures

1 Clearing and grubbing road land including uprooting

rank vegetation grass bushes,shrubs, sapling and trees

girth up to 300 mm removal of stumps of trees cut 1.190 Ha. 28455.090

earlier and disposal of unserviceable materials (C) By

mechanical means in area of light jungle.

2 Box cutting the road surface to proper slope and

camber for making a base of road work including

removing the excavated stuff and depositing on the

road side slops as directed upto 50 mts. Lead.

3 Earthwork for embankment including breaking clods,

dressing with all lead and lift (excluding watering and

consolidation)(D) From Borrow area within 2.0 Km.

4 Rolling of Earth work in layers with vibratory roller

including filling in depressions which occur during the 1634.000 Cu.M. 22.960

process and Watering of earth work as directed.

5 Providing laying spreading and compacting 150 mm

thick granular sub base (G.S.B.) with specified material

MC BT Metal of size 53 to 26.5mm 35%, 26.5mm to

4.75mm 45% and below 2.36mm stone dust 20% mix

(Grade-I) having C.B.R. not less than 30 incl. mixing

the material at OMC at site and spreading in uniform 1625.000 Cu.M. 1331.990

layer base and compacting with power roller to

achieve the desired density incl. all materials, labour

and machinery, lighting guarding, bracketing and

maintenance of diversion etc. complete as per

MORT&H clause 401.12.50

6 Providing and laying W.B.M of B.T.M.C metal of size

mm to 63 mm size including 0.12 Cu.M. Stone Screeing

& 0.08 Cu.M. stone dust as filler including spreading,

watering & consolidation by vibratory roller 80KN to

100KN static weight. 75 mm thick compected each of

7 Providing and laying, spreading and compacting

mm thick graded stone aggregate to Wet Mix

Macadam (W.M.M.) specification including premixing

the material with water at OMC in mechanical mix

plant carriage of mixed material by tipper to site, 1344.000 Cu.M. 1449.000

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.

8 Providing & applying evenly priming coat with

bitumen Emulsion (SS1) on prepared surface of

granular base including cleaning of road surface and 12525.000 Sq.Mtr. 102.710

sparying primer at the rate of 7.50 Kg. / 10 Sq.Mtr.

using using mechanical means.

9 Providing and laying 37.50 mm thick B.M. using M.C

stone B.T. stone. as per M.O.R.T. & H. specification &

bitumen grade VG 30 for mixing at the rate of

Kg./M.T. i.e. 3.40% of total weight of mix including

Item Description of Item (with brief specification Quantity Unit Rate In Amount

No and reference to book of specifications) figures

heating the aggregate and asphalt in continuous

batching drum mix plant and spreading the same by

paver finisher and consolidation with vibratory roller

including paving all materials equipments, tools &

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

complete using contractor's own machinery drum mix

plant & paver finisher etc. complete.

10 Providing and laying 50.00 mm thick B.M. using M.C

stone B.T. stone. as per M.O.R.T. & H. specification &

asphalt for tack coat at the rate of 2.5 Kg./10 Sq.Mtr.

with mechanical sprayer & bitumen grade VG 30 for

mixing at the rate of 34 Kg./M.T. i.e. 3.40% of total

weight of mix including heating the aggregate and

asphalt in continuous batching drum mix plant and 1641.000 M.T. 4184.080

preading the same by paver finisher and consolidation

with vibratory roller including paving all materials

equipments, tools & plants, fire wood, oil, kerosene,

labour charges etc complete using contractor's own

machinery drum mix plant & paver finisher etc.

11 Providing and laying 20 mm thick M.S.S. using B.T.

aggregates (As per MORTH & H gradation) and asphalt

grade VG-30 at the rate of 5.10% of mix i.e.

Kg./MT including heating the asphalt and aggregate by

continuous batching drum mix plant, transporting the

mixed material by tipper trucks and spreading the

same by aver finisher and consolidation by vibratory

roller of 80 to 100 KN static weight including

providing equipment, tools and plant, firewood

lubricants, kerosene, oil, labour charges using

contractor's own machineries drum mix palnt and

paver finisher.

12 Providing Hard Side Solder of 100mm thick for

embankment using quarry spall with all lead and lift

and including watering and rolling and consolidation

of sub grade in layers at OMC to required dry density 268.000 Cu.M. 983.260

including filling the pressions which occur during the

process using power roller 8T to 10 T (Selected

Quarry Spall having CBR value not less than 20.00).

13 Scarifying gravelled macadam or bitumen macadam

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining

14 Providing and laying asphalt painting on BT surface

with bitumen grade VG-30 at the rate of 5 Kg /10

Sq.Mtr. By mechanical sprayer and spreading the

stone dust on prepared surface at the rate of

Cu.M. / 10 Sq.Mtr. etc. complete and rolling with PTR

and roller brushing etc. complete.

15 Excavation in all sorts of soil (including wet and

slushy condition of soil) with yellow, sandy, gravelly

soil including soft murrum & H.M. including sorting &

stacking and depositing the excavated stuff in uniform

layers as and where directed upto lead of 30 m and lift

as shown below including clearing the site etc.

compute (including dewatering). (B) For foundation

trenches of C.D. work (a) 0 to 3 Mt. depth

Item Description of Item (with brief specification Quantity Unit Rate In Amount

No and reference to book of specifications) figures

16 Providing and laying in position cement concrete M15

using cement, Sand and machine crushed course

aggregate including providing necessary form work, 137.000 Cu.M. 4439.000

compaction, finishing and curring as required etc.

17 Providing and laying in position reinforce cement

concrete using crushed aggregate including providing

necessary form work, centering, vibrating, smooth

specified finishing, curring as required for specified

leads and all lifts etc complete in M-20 grade. (a) For

18 Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

19 Provdining and laying W.B.M of B.T.M.C metal of size

45 mm to 63 mm sizeincluding 0.12 Cu.M. Stone

Screeing & 0.08 Cu.M. stone dust as filler including

spreading, watering & consolidation by vibratory

roller 80KN to 100KN static weight. 75 mm thick

compected each of two layer.

20 Providing cast in situ cement concrete M-20 grade for

R.C.C. work as per drawings and designs with form

work, centering, scaffolding etc. vibrating, curing 462.450 Cu.M. 4570.000

finishing as specified with all leads & lifts. etc.

21 Providing and laying HYSD/TMT Fe-415,500D steel

bar reinforcement for R.C.C. works and anchor bars

with providing binding wires including cutting, 7.830 M.T. 71366.000

bending, welding, binding in position, hooking, placing

in position with all leads & lifts etc. complete.

22 Dismentalling of RCC work viz. slab,

beam,lintel,barrel,staircase etc. including removing

the steel from the dismentelled portion without

damage to reinforcement sorting & stacking of useful

and unuseful material from the dismentalled materials

as directed under detailed specifications etc. complete.

23 Providing and fixing Pre Cast hectometer stone as per

I.R.C. type design including painting, lettering 13.000 No. 356.500

etc.complete. (I) Fixing in CC 1:5:10

24 Providing and fixing ordinary Kilometer stone of

precast C.C. 1:2:4 including necessary reinforcement

as per I.R.C. type design in C.C. 1:4:8 including

painting,lettering etc. complete

25 Citizen's Information Board - Providing and fixing of

typical PROJECTinformation board as per instruction.

Two ACP Sheets of 3 mm thick, of 900 mm x 750 mm

size fixed at top & bottom duly rivetted with MS angles

of 25 x 25 x 5 mm thick M.S. angles shall be welded by

two vertical M.S. angle shall be welded by two vertical

M.S. angle of 5 mm thick to 75 mm x 75 mm of 12 SWG 1.000 No. 10114.900

square tubes posts duly embedded in cement concrete

M-15 grade blocks of 60 x 60 x 75 Cm, below ground

level. The letters & figure of any shade reflectorised

with High Inensity Prismatic Grade Retro Reflective

Sheeting of Type-4 as per ASTM D-4956 and latest

MORTH specifications; All section of framed posts and

Item Description of Item (with brief specification Quantity Unit Rate In Amount

No and reference to book of specifications) figures

steel tube will be painted with primer and two coats of

epoxy paints as per drawing Clause 1701 and

Annexure 1700.1 (10.16). (A) Class-B High intensity

Grade Retro Reflective sheeting.

26 Cautionary Warning Sign:- Providing and fixing sign

boards made 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 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 4.000 No. 3906.190

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

27 Direction (Junction) Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 244x122 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;

4.0mtr (2 Nos.) 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

50x50x5mm; 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

28 Village name Sign :-Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90x60 cms.

rectangular as per design of IRC-67-2012. Pre treated

Item Description of Item (with brief specification Quantity Unit Rate In Amount

No and reference to book of specifications) figures

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;

3.3mtr 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 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

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

29 Chevron Sign {DOUBLE}:Providing and Fixing Sign

Boards made out of 1.5 mm alluminium Sheet/3mm

ACP (Alluminium Composite Panel); Size 60x50 cm as

per design of IRC-67-2012.Pre- treated with

phospheting process&acidetching ;coated with one

coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with Micro Prismatic Grade

retro reflective sheeting of Type-11 as per ASTMD-

4956 and latest M.O.S.T. Specifications :3.3 mtr.long

stand post of 75x75x6mm/6SNB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of 50x50 5mm; painted with best quality epoxy

coatings in black and white bends, The details of

Symbole or in scription/numerals for each board shall

be as per the instruction of engineer in charge.The

fixing at site shall be in 1:2:4C block of size

45x45x60cms.for each leg. including excavation,

curing etc...complete under the supervision of

engineer -in-charge. A warranty for 7years for the

Retroreflective sheeting from original manufacturer&

a certified copy of 3 year out door exposure test report

from third party test lab for the product offered shall

be submitted by contractor (A) Class-B Type-4 Retro

Reflective Sheeting)

30 Hazard Marker Sign :-Providing and fixing sign boards

made out of 2.0 mm aluminium sheet / 4 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

Item Description of Item (with brief specification Quantity Unit Rate In Amount

No and reference to book of specifications) figures

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.

31 Regulatory/Mandatory signs :-Providing and fixing

sing boards made out of 4mm ACP (Aluminium

Composite Panel); size 60 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 High Intensity Prismatic Grade

retro reflective sheeting of Type-4 as per ASTM D-

4956 and latest MOST Specifications; 3.6mtr long

stand post of Iron Angle 75 x 75 x 6 mm / 65NB

Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm;

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 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 shall be

submitted by contractor. (A) Class-B Type-4 Retro

Reflective Sheeting.

32 Road marking with hot applied thermoplastic paints

with reflectorising glass 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 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 color 488.000 Sq.Mtr. 367.720

marking should provide liminance coefficinet on

cemend 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

33 Cat Eye / Road Stud / RPM: Supplying of Molded Twin

Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and reflective

panels with micro prismatic lens capable of providing

total internal reflection of the light entering the lens

face and shall support a load of 13635 kgs. tested in

Item Description of Item (with brief specification Quantity Unit Rate In Amount

No and reference to book of specifications) figures

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,

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 strength of detachment of the

integrated cylindrical shanks, (of diameter not less

than 19 +/- 2 mm and height not less than 30+/-

mm) from the body is to be a minimum value of

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 manufacturers

recommendation and The color of the marker should

be as per the IRC 35-2015 and as directed by

Engineerin- charge.

34 Providing and erecting a "Thrie" W - 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. The vertical post fixing at site

shall be in M25 grade Cement concrete of size 35 x

x 120 cms. for each post including excavation curing

etc. complete. 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 75 240.000 Rmt. 4666.020

x 5 mm, 550 mm long complete as per Morth

Specification clause 810 including butt welding to all

nuts & bolts & including 3 mm ACM type reflector

mm wide & 4.5 m long, type -4 class B High intensity

Grade Sheeting as per IRC 67:2012 etc. complete as

per instruction of Engineer In Charge. Also radium

red/yellow colour strip of size 100 x 300 mm shall be

fixed on vertical front side of post for better night

visibility. The spacer,post, thrie beam raill shall be

Cold roll formed & galvanized with 550 gm/ square

35 STOP Sign :-Providing and fixing sing boards made out

of 4mm ACP (Aluminium Composite Panel); size

cms. Octagonal 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 refiective sheeting of

Type-4 as per ASTM D-4956 and latest MORD

Specifications; 3.1mtr long stand post of Iron Angle

x 75 x 6 mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x

35 x 3mm; 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 60 Cms. for each leg including

excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 7 years for the

Item Description of Item (with brief specification Quantity Unit Rate In Amount

No and reference to book of specifications) figures

Retro reflective sheeting from original manufacturer

shall be submitted by contractor. (A) Class-B Type-4

Retro Reflective Sheeting

Rupees Three Crore Ninety One Thousand Two Hundred Forty Six Paise Seven 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 put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

(B) For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

and reference to book of In In

specifications) figures Words

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ………………………………

(C)Net Tendered Amount (A-B) (in figure) ………………………………

1. The Contractor shall exhibit a board with brief 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. NO.:

MIS102010/17/K1 Dated:30/07/2018 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.

Deputy Executive Engineer Sr. Divisional Accounts Officer Executive Engineer

Sipu Proj. H.W. Sub Dn. No.1 Sipu Project Division Sipu Project Division

Dantiwada Palanpur Palanpur