Resurfacing of Jorapura to Gunthali Road from 0/0 to 3/8, Taluka: Balasinor, District: Mahisagar

Name of Work: Resurfacing of Jorapura to Gunthali Road from 0/0 to 3/8, Taluka: Balasinor, District:

BILL OF QUANTITIES

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[1] 1.90 Clearing and grubbing road land including uprooting rank 28455.09 Rupees Twenty Hec

vegetation grass bushes,shrubs,sapling and trees girth up to Eight Thousand

300 mm removal of stumps of trees cut earlier and disposal of Four Hundred Fifty

unserviceable materials (C) By mechanical means in area of Five and Paise Nine

[2] 2667.06 Earthwork for embankment including breaking clods, dressing 177.91 Rupees One Cum

with all lead and lift and including watering rolling and Hundred Seventy

consolidation of subgrade in layers at O.M.C. to required dry Seven and Paise

density including filling the depression which occur during the Ninety One Only

process using power roller 8T to 10T.(E) From Borrow area

with all lead and Lift

[3] 2669.63 Providing, laying, spreading and compacting stone aggregates 1207.12 Rupees One Cum

of specific sizes to water bound macadam (Grade-II) (M.C. Thousand Two

Metal of size 40 to 63 mm) specification including spreading in Hundred Seven and

uniform thickness, hand packing , rolling with vibratory roller Paise Twelve Only

80-100 kN static wt. to proper grade and camber, applying and

brooming, stone screening/binding materials to fill-up the

interstices of coarse aggregate, watering and compacting etc.

complete as per Specifcation. (45 to 63mm size M.C. Metal)

[4] 760.00 Providing and laying Compacted Hard Murrum for side 698.92 Rupees Six Hundred Cum

shoulder including carraige of material and spreading on Ninety Eight and

prepared base including compacting as per MOST Specification Paise Ninety Two

etc... Complete Only

[5] 1451.40 Providing & laying 37.5 mm thick Bituminous grout base 2356.33 Rupees Two MT

course using B.T. stone aggregate as per required gradation Thousand Three

with asphalt of VG-30 grade at the rate of 1.99% i.e. 19.90 Kg/ Hundred Fifty Six

M.T. by weight of total mix of asphalt & for tack coat using and Paise Thirty

Bitumen emulsion RS1 at 4.0 kg/10 sq.mt. including heating & Three Only

mixing in drum mix plant / continuos batch mix plant

transporting the mix spreading the same by paver finisher and

consolidation by vibratory roller as per MORT&H specification

including cost of all materials fuel, labours, tools and plant etc

using contractor's own machineries, hot mix plant and paver

finisher etc. complete.

[6] 2026.44 Providing and laying 50mm thick Bituminous Macadam with 2868.40 Rupees Two MT

B.T. aggregate as per MORTH specification and using bitumen Thousand Eight

emulsion RS-1 as per IS 8887: for tack coat @ 2.50 KG. / 10 Hundred Sixty Eight

Sq.m. on B T Surface with mechanical sprayer and Bulk asphalt and Paise Forty Only

VG-30 for mixing @ 34.00 KG. / M.T. i.e. 3.40 % of total weight

of mix including heating and mixing the aggregate and asphalt

in continuous of drum mix plant and hot laid process spreading

the same by paver finisher and consolidation with roller as per

MORTH specification to achieve desire density, including

providing all materials equipments, tools and plants, fire wood,

oil, kerosene, labour charges etc. complete using contractor's

own machinery drum mix plant and paver finisher etc.

[7] 847.44 Providing & Laying 20 mm thick Mix sealsurface using BT 3553.18 Rupees Three MT

aggregate as per MORT & H gradation and specification asphalt Thousand Five

Grade VG 30 for mixing 50.90 Kg/Mt of Total mix (i.e. 5.09% ) Hundred Fifty Three

mixing the aggregate and asphalt by continuous batching of and Paise Eighteen

Drum mix plant incl. loading , transporting & spreading the Only

same by paver finisher and consolidstion by vibratory roller

to 100 KN static wt incl. flushing sand or stone dust at the rate

of 0.30 cmt/100 smt etc complete. incl. T & Ps fire wood , oil

,fuel , labour charges , etc complete

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[8] 610.00 Box Cutting the road surface to proper slope and camber for 109.41 Rupees One Cum

making a base for road work including removing the excavated Hundred Nine and

stuff and depositing on the road side slope as directed upto Paise Forty One Only

[9] 203.00 Construction of 100 mm thick compacted GRANULAR SUB 939.43 Rupees Nine Cum

BASE ( Grade-I , Crushed B T materials of 53 mm to 9.5 mm @ Hundred Thirty

50 %, 9.5 mm to 2.36 mm @ 20 %, Below 2.36 mm @ 30 % ) by Nine and Paise

providing close graded matrial , mixing in a machanical mix Forty Three Only

plant at OMC, carriage of a mix material to work site, spreading

uniform layers with motor grader on prepared surface and

compacting with vibratory power roller to achieve desire

density , complete clause as per 401.( 2 Layer Each)

[10] 367.20 Providing and filling in foundation with ordinary cement 3341.15 Rupees Three Cum

concrete M- 100 mix including formwork, vibrating, ramming Thousand Three

and curing complete. (A) Foundation and plinth Hundred Forty One

and Paise Fifteen

[11] 671.00 Providing and laying contolled cement concret M-20 by trimix 5634.88 Rupees Five Cum

method and curing complete including compacting with surface Thousand Six

mechanical vibrator, mechanical floater, chanelling formwork, Hundred Thirty

grooving including expantion joint and construction joint Four and Paise

including filling asphalt filler joint as per instruction of Eighty Eight Only

Engineer in charge

[12] 13.50 Providing and Fixing in position FE 500/500D TMT bar 73243.01 Rupees Seventy MT

reinforcement including cutting, bending and tying complete as Three Thousand

per detailed drawings.(A) R.C.C. Kerb. (B) R.C.C. Foothpath.(C) Two Hundred Forty

R.C.C. Approach Slab. (D) Wearing coat. (upto 10Ton) Three and One

[13] 12.00 Cautionary Warning Sign :-Providing and fixing sign boards 3906.19 Rupees Three No

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

composite Panel); size 90 x 90 x 90 cms. equilateral triangle as Hundred Six and

per design of IRC-67-2012. Pre treated with phospheting Paise Nineteen Only

process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint ;reflectorised with

Micro Prismatic Grade retro refiective sheeting 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 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

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 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-B Type-4 Retro Reflective sheeting

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[14] 4.00 Regulatory / Mandatory Sign :-Providing and fixing sign boards 3540.12 Rupees Three No

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

composite Panel); size 60 cms Dia Circle as per design of IRC- Hundred Forty and

67-2012. Pre reated with phospheting process & acid etching; Paise Twelve Only

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 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-B Type-4

Retro Reflective sheeting

[15] 2.00 STOP Sign :-Providing and fixing sign boards made out of 2mm 6704.36 Rupees Six No

aluminium sheet / 4mm ACP (Aluminum composite Panel); size Thousand Seven

90 cms Octagone as per design of IRC-67- 2012. Pre treated Hundred Four and

with phospheting process & acid etching; coated with one coat Paise Thirty Six Only

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

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-B Type-4 Retro Reflective sheeting

[16] 4.00 Providing and fixing ordinary kilometer stone of precast cc 1293.39 Rupees One No

1:2:4 including necessary reinforcemnent as per IRC type Thousand Two

desing and Fixing in cc 1:4:8 including painting and lettering Hundred Ninety

etc.complete Three and Paise

Thirty Nine Only

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[17] 34.00 Chevron sign :-Providing and fixing sign boards made out of 3711.75 Rupees Three No

1.5mm aluminium sheet / 3mm ACP (Aluminum composite Thousand Seven

Panel); size 60x50 cm as per design of IRC-67- 2012. Pre Hundred Eleven and

treated with phospheting process & acid etching; coated with Paise Seventy Five

one coat of epoxy primer and two coats of best quality epoxy Only

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 as required and frame fabricated from suitable size iron

angle of 50 x 50 x5mm; 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 est lab for the product

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

Retro Reflective sheeting

[18] 20.00 Hazard Marker Sign :-Providing and fixing sign boards made 3518.69 Rupees Three No

out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum Thousand Five

composite Panel); size 90x30 cms. rectangular as per design of Hundred Eighteen

IRC-67-2012. Pre treated with phospheting process & acid and Paise Sixty Nine

etching; coated with one coat of epoxy primer and two coats of Only

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; 1.8mtr long stand post of 75 x

75 x 6mm 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-B Type-4

Retro Reflective sheeting

[19] 31.00 Providing and fixing pre cast C.C. M-150 hectometer stone with 356.50 Rupees Three No

necessary reinforcements per I.R.C. type design including Hundred Fifty Six

painting, lettering etc. complete (ii) Fixing in C.C. 1:5:10 and Paise Fifty Only

[20] 350.00 Type - A, "W" : Metal Beam Crash Barrier (Providing and 3354.21 Rupees Three Rmt

erecting a "W" metal beam crash barrier comprising of 3 mm Thousand Three

thick corrugated sheet metal beam rail, 70 cm above Hundred Fifty Four

road/ground level, fixed on ISMC series channel vertical post, and Paise Twenty

150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m One Only

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)

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[21] 2.00 Village Name Sign :-Providing and fixing sign boards made out 6397.43 Rupees Six No

of 2mm aluminium sheet/ 4mm ACP (Aluminum composite Thousand Three

Panel); size 90x60 cms. rectangular as per design of IRC-67- Hundred Ninety

2012. Pre treated with phospheting process & acid etching; Seven and Paise

coated with one coat of epoxy primer and two coats of best Forty Three Only

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; 3.3mtr long stand post of 75 x 75 x

6mm 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/letters / 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 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-B Type-4 Retro Reflective sheeting

[22] 966.42 Road marking with hot applied thermoplastic paints with 367.72 Rupees Three Sqm

reflectorising glass beads on bitumin surface providing and Hundred Sixty

laying a hot applied thermoplastic compound 2.5 mm thick Seven and Paise

including reflectorising glass beads @ 250gms per sqm area, Seventy Two Only

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

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 2 years.

[23] 445.00 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 326.23 Rupees Three No

Raised Pavement Markers made of polycarbonate and ABS Hundred Twenty

moulded body and reflective panels with micro prismatic lens Six and Paise

capable of providing total internal reflection of the light Twenty Three Only

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 20 mm, 130 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+/- 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 Engineer-

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[24] 1.00 Citizen' s information Board- Providing and fixing of typical 11113.84 Rupees Eleven No

information board as per instruction. Two MS plates of 1.6 mm Thousand One

thick, of 900 mm x 750mm size fixed at top & bottom duly Hundred Thirteen

welded with MS angles of 25 x 25 x 5 mm thick M.S plate shall and Paise Eighty

be welded by two vertical M.S flats & four horizontal M.S flates Four Only

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

600mm x 600mm x 75mm, below ground level. Painting New

letters & figure of any shade with ready mixed synthetic

enample paint of superior quality in required shade and colour,

All sections 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)

[25] 1.00 "LOGO" Board : Providing and fixing of LOGO informatory 4831.69 Rupees Four No

sign board with Logo as per section 1700 of MORD Thousand Eight

specifications and drawing. The board will be a composite unit Hundred Thirty One

consisting of Two Plates of ACM (Aluminum Composite and Paise Sixty Nine

Material), material specifications as per clause 17001.3. The top Only

most plate will be of 3mm ACP in diamond shape of

600x600mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. The Lower plate

will be of 4mm ACP of 1100x300mm size riveted with MS angle

iron frame of 25mmx25mmx5mm size on back on edges.

Riveting of all the sheets over angle and flat iron frame will be

done neatly to have plain surface on one side. The angle iron

frame of Both the plates will be welded to a 75mm

x75mmx6mm Mild steel post at Centre and this post will be

embeded in cement concrete M15 grade block of

450x450x600mm below ground level. The height of the bottom

of the lower plate will be 1200mm from normal ground level.

The spacing between the diamond shaped plate and Lower

Plate is kept 150mm. logo, letters and numerals on the ACM

should be made up of Retro Reflective sheeting of Type-1 AEGP

Class-A grade as per the latest MORD section 1700 and IRC 67-

2012 specifications. Al the section of the frame and posts shall

be painted with primer and two coats of epoxy paint. The

design, painting and lettering shall be done as per the Logo

sign Design and as directed by Engineer in-charge. A warranty

for 5 years for the Retro reflective sheeting for Type-1 Class-A

from original manufacturer shall be submitted by contractor.

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[26] 1.00 Project Information Board: Providing and fixing of typical 11130.01 Rupees Eleven No

Project informatory sign board with Logo as per 1700 of MORD Thousand One

specifications and drawing. The board will be a composite unit Hundred Thirty and

consisting of Three Plates ACM (Aluminum Composite One Paisa Only

Material), material specificaitons as per clause 17001.3. The top

most plate will be of 3mm ACM in diamond shape of

600x600mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. The middle 4mm

ACM plate of will be 1200x150mm size riveted with MS angle

iron frame of 25mmx25mmx5mm size on back on edges. The

main 4mm ACM lower most plate will be 1500mmx600mm

size, riveted with MS angle iron frame of 25mmx25mmx5mm

size. Riveting of all the sheets over angle and flat iron frame will

be done neatly to have plain surface on one side. The angle iron

frame of lower most plate and flat iron frame of the middle

plate will be welded to two nos. 75mm x75mm (12 SWG) sheet

tubes posts placed at 1125mm apart centre to centre. the top of

the middle plate will be flushed with the top of 75mm dia

medium steel tube posts and these posts will be embeded in

cement concrete M15 grade block of 450x450x600mm below

ground level. The height of the bottom of the lower plate will be

1200mm from normal ground level and the bottom of the

middle plate will be 100mm above the top level of the lower

most plate. the diamond shaped plate mounted over flat angle

iron frame will be connected to middle plate by square steel

section of 47mmx47mm, thickness 12SWG having a spacing of

100mm between the diamond shaped plate and middle plate

and this square section will be riveted to the bottom point of

the diamond shaped plate. logo, letters and numerals on the

ACM should be made up of Retro Reflective sheeting of Type-1

AEGP Class-A grade as per the latest MORD section 1700 and

IRC 67-2012 specifications. Al the section of the frame and

posts shall be painted with primer and two coats of epoxy paint.

[27] 1710.00 Excavation for foundation upto all depth including sorting out 253.88 Rupees Two Cum

and stacking of useful materials and disposing of the excavated Hundred Fifty Three

stuff upto all lead (A) Dense or Hard soil. and Paise Eighty

[28] 1392.00 Providing and filling in foundation with ordinary cement 3917.21 Rupees Three Cum

concrete M- 150 mix and providing necessary vertical pin Thousand Nine

headers including formwork, vibrating, ramming and curing Hundred Seventeen

complete. and Paise Twenty

[29] 14880.00 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work 77.29 Rupees Seventy Kg

including bending, binding and placing in position complete Seven and Paise

upto floor two level Twenty Nine Only

[30] 590.00 Providing and laying Weep hole in abutment and return by 86.73 Rupees Eighty Six Nos

using PVC. pipe of 100 mm dia including laying in proper grade and Paise Seventy

and joining complete etc as per details specification . Three Only

[31] 618.00 White washing with lime on wall surface (two coats) to give an 12.70 Rupees Twelve and Sqm

even shade including thoroughly booming the surface to Paise Seventy Only

remove all dirt, dust; mortar drops and other foreign matter

[32] 673.00 Providing and laying - Fitter Media 600mm thick directed at the 1239.35 Rupees One Sqm

back of abutments, returns and wing walls as per detailed Thousand Two

specifications. Hundred Thirty

Thirty Five Only

[33] 135.00 Supplying and fixing reinforced concrete heavy duty non 6621.26 Rupees Six Rmt

pres-sure pipes with collars for culverts incl. Setting and Thousand Six

joining the pipes in C.M. 1:2 watering & laying (two level or Hundred Twenty

slope ) of 1200mm dia. NP4 pipe internal diametre of IS 458 / One and Paise

1971 Twenty Six Only

[34] 178.00 Provinding and filling sand below R.C.C. raft in layers including 467.68 Rupees Four Cum

ramming and watering complete. Hundred Sixty

Seven and Paise

Sixty Eight Only

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[35] 268.00 Finishing wall with weather proof exterior emulsion paint on 120.26 Rupees One Sqm

wall surface (two coats) to give an required shape even shade Hundred Twenty

after thoroughly brushing the surface to remove all dirt, and and Paise Twenty

remains of loose powdered materials.etc complete Six Only

[36] 40.00 Providing and laying rubbles for Apron (Each stone weighing 1066.42 Rupees One Cum

not less than 40kg) including and packing and filling in the Thousand Sixty Six

interstices with quarry spall. and Paise Forty Two

[37] 55.00 providing and filling in foundation with ordinary cement 3711.19 Rupees Three Cum

concrete M-150 mix and providing necessary vertical Thousand Seven

pinheaders including form work ,vibrating , ramming and Hundred Eleven and

curing complete . Paise Nineteen Only

[38] 90.00 Providing and casting in situ controlled Cumcement concrete M 4720.92 Rupees Four Cum

- 250 for R.C.C. raft and cut-off walls including necessary Thousand Seven

shuttering , laying , vibrating,ramming and curing complete. Hundred Twenty

and Paise Ninety

[39] 225.00 Providing and casting in situ controlled cement concrete M - 5222.12 Rupees Five Cum

200 for R.C.C.return as per drawing including centering, Thousand Two

shuttering, scaffolding where necessary laying, vibrating, Hundred Twenty

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

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

[40] 65.00 Providing and casting in situ controlled cement concrete M - 5452.98 Rupees Five Cum

250 for R.C.C. solid slab including centering, scaffolding curing Thousand Four

and finishing complete. Hundred Fifty Two

and Paise Ninety

[41] 10.00 Providing and casting in situ ordinary cement concrete M-200 4287.26 Rupees Four Cum

mix and providing necessary pin headers including shuttering , Thousand Two

scaffolding , laying, vibrating , curing and finishing complete Hundred Eighty

without V-Grooves. (A) Height from 0.0mt to 5.0 mt. ( Up to 10 Seven and Paise

Ton). Providing and casting in situ ordinary cement concrete M- Twenty Six Only

200 mix and providing necessary pin headers including

shuttering , scaffolding , laying, vibrating , curing and finishing

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

[42] 10.00 Providing and casting in situ controlledcement concrete M - 5401.06 Rupees Five Cum

250 for average 100mm thick wearing coat laid asdirected Thousand Four

including tamping, vibrating,curing and finishing , curing and Hundred One and

fillingjoints with bitumen complete. ( Up to10 Ton). Paise Six Only

[43] 21.00 Providing and laying in position FE 500D TMT bar 73858.69 Rupees Seventy MT

reinforcement including cutting, bending, hooking and tying Three Thousand

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

(B) Abutments(C) R.C.C. Returns Eight and Paise

Sixty Nine Only

[44] 55.00 Provision of an Reinforced cement concrete crash barrier at the 8852.65 Rupees Eight Cum

edges of the road, approaches to bridge structures and Thousand Eight

medians, constructed with M-25 grade concrete with Fe-500D Hundred Fifty Two

reinforcement with epoxy coating conforming to IRC:21 and and Paise Sixty Five

dowel bars 25 mm dia, 450 mm long at expansion joints filled Only

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.

[45] 6.00 Providing Pre-moulded asphalt filler joints as per drawings.(A) 703.53 Rupees Seven Sqm

12mm Hundred Three and

Paise Fifty Three

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[46] 120.00 Dismentalling the existing structure including removing & 930.35 Rupees Nine Cum

stacking the dismentalled materials as and where directed Hundred Thirty and

Paise Thirty Five

Rupees Three Crores Eighty One Lakhs Seventy Two Thousand Nine Hundred Twenty Four and Paise Twenty 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

In Words In Words

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. Credit of materials of Diversion & CD Work amount of Rs. 23237.11 must be recovered from Contractor's ............ R.A Bill.

Dated Signature Deputy Executive Engineer Executive Engineer

the Contractor. R & B (P) Sub Division R & B (P) Division

Balasinor Mahisagar