Widening, Resurfacing and Strenthning Work of Rampura to Rampura (Panswal) Peri-Feri Road of Sipu Dam project, Ta. Dantiwada, Dist. Banaskantha.

BILL OF QUANTITIES

Name of Work :- Widening, Resurfacing and Strenthning Work of Rampura to

Rampura (Panswal) 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 1.110 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 4406.000 Cu.M. 163.690

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

4 Rolling of Earth work in layers with vibratory roller

including filling in depressions which occur during the 4406.000 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 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 Provdining and laying W.B.M of B.T.M.C metal of size

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

7 Providing and laying, spreading and compacting 150 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, 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 sparying primer at 16485.000 Sq.Mtr. 102.740

the rate of 7.50 Kg. / 10 Sq.Mtr. using using mechanical

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

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.

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

No and reference to book of specifications) figures

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 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. complete.

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. 51.00 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 759.000 M.T. 5336.750

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 including 354.000 Cu.M. 1059.210

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 10613.000 Sq.Mtr. 41.600

materials on road side and disposing off remaining stuff.

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 0.03 Cu.M. / 10 Sq.Mtr.

etc. complete and rolling with PTR and roller brushing

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

16 Providing and laying in position cement concrete M15

using cement, Sand and machine crushed course

aggregate including providing necessary form work, 57.000 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

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

No and reference to book of specifications) figures

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

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

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 finishing as

specified with all leads & lifts. etc. complete.

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, bending, 3.220 M.T. 71366.000

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 Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful material and disposing

off the excavated stuff upto 50 m lead (A) Loose or soft

24 Providing and laying foundation concrete of proportion

as under by using cement, sand and machine crushed

course aggregate laid in situ including necessary

temping, smooth finishing, watering and curing as

directed with all leads and lifts etc complete. (b) PCC

25 Providing and laying CC 1:2:4 grade using cement, sand

& crushed metal incuding providing & erecting necessary

form work, centering, vibrating, smooth finishing, 360.000 Cu.M. 4873.400

watering & curing as directed with all leads & lifts etc.

complete. (a) Sub structures

26 Providing and laying - Filter Media 600mm thick

directed at the back of abutments, returns and wing 192.000 Sq.Mtr. 1239.350

walls as per detailed specifications.

27 Providing TMT Bar FE 500D reinforcement for R.C.C.

work including bending, binding and placing in position 6413.000 Kg. 77.290

complete upto floor two level

28 Providing weep holes 1 00 or 110 mm dia.of pipe in the

retaining wall etc complete. (B) P.V.C Pipe

29 Providing and fixing Pre Cast hectometer stone as per

I.R.C. type design including painting, lettering 16.000 No. 356.500

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

30 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.

31 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

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

No and reference to book of specifications) figures

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 square tubes posts duly

embedded in cement concrete M-15 grade blocks of 60 x

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 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.

32 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 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

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

33 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

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

34 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 with phospheting process & 2.000 No. 6397.430

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

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

No and reference to book of specifications) figures

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

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

35 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

36 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

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

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.

37 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

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

No and reference to book of specifications) figures

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.

38 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 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.

39 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 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.

The height, width and length shall not exceed 20 mm,

mm and 130 mm and with minimum reflective area of 13 334.000 Nos. 326.230

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+/- 2 mm) 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 manufacturers

recommendation and The color of the marker should be as

per the IRC 35-2015 and as directed by Engineerin- charge.

40 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 35 x 120 cms. for each post including 100.000 Rmt. 4666.020

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 x

mm, 550 mm long complete as per Morth Specification

clause 810 including butt welding to all nuts & bolts &

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

No and reference to book of specifications) figures

including 3 mm ACM type reflector 100 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

41 STOP Sign :-Providing and fixing sing boards made out of

4mm ACP (Aluminium Composite Panel); size 90 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

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 1.000 No. 6704.360

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

years for the Retro reflective sheeting from original

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

Type-4 Retro Reflective Sheeting

Rupees Three Crore Fifteen Lakh Seven Thousand Four Hundred Thirty Six Paise Eight 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