Widening & Strengthening of Sarsana-Koba-Pardi road Km 0/0 to 5/26 (ODR) Tal.Olpad, Dist.Surat. (Re-invite)

Name of Work :- Widening & Strengthening of Sarsana-Koba-Pardi road Km 0/0 to 5/26 (ODR) Tal.Olpad,

Bill of Quantity

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

Item Description of Item (with Brief specification and reference to Quantity Unit Rate In Amount

No. Book of specification) Figures

1 Clearing and grubbing road land including uprooting trunk 2.50 Hec. 28455.09

vegetation, grass bushes, shrubs, saplings and tree girth up to

mm, removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) by mechanical means in area of light

2 Box cutting the road surface to proper slope and camber for making 21963.00 Cum 109.41

a base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50Mt. lead.

3 Construction of granular sub-base Avg. 200 mm thick by providing 9410.00 Cum 938.29

machine crushed B.T. material satisfying MORT&H specification

(Fifth revision) of grading V including spreading in uniform layer

with motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC and compacting with vibratory roller

to achieve the desired density etc. complete.

4 Construction of granular sub-base Avg. 200 mm thick by providing 10254.00 Cum 823.15

machine crushed B.T. material satisfying MORT&H specification

(Fifth revision) of grading III including spreading in uniform layer

with motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC and compacting with vibratory roller

to achieve the desired density etc. complete.

5 Providing and laying wet mix macadam base course 250 mm thick 4696.00 Cum 1089.79

in two layers as per MORTH specification using machine crushed

B.T. chips as per required gradation, mixing with required optimum

quantity of water, conveying the mix to site of work, spreading in to

grade and camber with paver/mechanical means and consolidation

each layer with vibratory roller to aschieve the desired density

including cost of material labour plant and equipment etc. complete.

6 Providing and applying priming coat with Emulsion SS-I at the rate 18300.00 Sqm 62.08

of 7.50 kg/ 10 Sq.mt. including cost of asphalt and preparing the

surface heating, and applying etc. complete.

7 Earth work for embankment including breaking clods, dressing with 4823.00 Cum 177.91

all lead and lift including watering, rolling and consolidation of sub

grade in layers at O.M.C to required dry density including filling the

depression which occur during the process using vibratory roller

to 10 Tonne (E) From borrow area within 3.0 Km. lead.

8 Rolling and watering of earth work in layers with power roller 14577.00 Cum 23.11

including filling in depression which occur during the process.

Item Description of Item (with Brief specification and reference to Quantity Unit Rate In Amount

No. Book of specification) Figures

9 Earth work in cutting in all sorts of soil and soft murrum including 7191.00 Cum 134.63

conveying and spreading the stuff embankment as and where

directed within 200 meter from the end of cutting with all required

10 Supplying and fixing reinforced concrete heavy duty non pressure 50.00 Rmt 6621.25

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (To level of slops of I.S. 458 /1971

Class NP3 casted by vertically vibrated technology of following

internal diameter 1200mm dia.

11 Supplying and fixing reinforced concrete heavy duty nonpressure 50.00 Rmt 3904.47

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (To level of slops of I.S. 458 /1971

Class NP4 casted by vertically vibrated technology of following

internal diameter. 900mm dia.

12 Supplying and fixing reinforced concrete heavy duty nonpressure 50.00 Rmt 1053.39

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (To level of slops of I.S. 458 /1971

Class NP4 casted by vertically vibrated technology of following

internal diameter 300mm dia.

13 Picking of the bituminous surface using JCB excavator or by any 13387.50 Sqm 5.23

mechanical means, cleaning and removal of loose and unsuitable

material on the road surface including cost of fuel, oil, lubricant,

labour charges and disposal of loose unsuitable material from site to

the disposal site as directed by Engineer in charge.

14 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking 2990.00 Sqm 706.02

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete.

15 Providing and laying 50 mm thick compacted B. M. with B.T. 2006.00 MT 2711.85

aggregate as per MORT&H specification using Emulsion grade RS-

1 for coat at 2.5 Kg. / 10Sq.mt. with mechanical sprayer and

bitumen grade VG-30 for mixing at the rate 34.0Kg / M.T. i.e.

% of total mix including heating the aggregate and asphalt by Batch

mix plant and spreading the same by sensor paver finisher and

consolidation with vibratory roller including providing all materials,

equipments, tools and plants, oil, kerosene, fire wood, labour

charges etc. complete.

16 Providing and laying 50 mm thick Dense graded bituminous 3296.50 MT 3189.58

macadam with tack coat at 2.50 Kg / 10 Sq.mt. of Emulsion RS-I by

mechanical sprayer and using stone chips as per MORT&H

gradation and asphalt VG-30 grade @ 4.50% (As per mix design)by

total weight of mix for binder by Batch mix plant and spreading the

same by sensor paver finisher and consolidation by vibratory roller

including providing and operating required Batch mix plant &

machinery cost of fuel, asphalt, oil, lubricant & labour charges etc.

Item Description of Item (with Brief specification and reference to Quantity Unit Rate In Amount

No. Book of specification) Figures

17 Providing and laying 30 mm thick compacted Bituminuous 2064.00 MT 3519.85

Concrete using stone chips as per MORT&H gradation & VG-30

grade asphalt for mixing @ 5.50% (As per mix design) by weight of

total mix for binder including heating the aggregate and asphalt by

Batch mix plant and spreading the same by sensor paver finisher and

consolidation with vibratory roller including providing all materials,

equipments, tools and plants, oil, kerosene, fire wood, labour

charges etc. complete.

18 Providing and laying quarry spall of approved quality including 1605.00 Cum 635.29

spreading, watering consolidation with vibratory roller including

loading and unloading etc. complete.

19 Construction of dry lean cement concrete 150 mm thick Sub- base 1588.00 Cum 2638.51

over a prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not exceeding

mm, aggregate cement ratio not to exceed 15:1, aggregate gradation

after blending to be as per table 600-1,cement content not to be less

than 220 kg/cum, optimum moisture content to be determined

during trial length construction, concrete strength not to be less than

10 Mpa at 7 days, mixed in a batching plant, transported to site, laid

with a Slip form paver with electronic sensor, compacting with 8-10

tonnes vibratory roller, finishing and curing, finishing to lines and

grades as per drawings, specifications and guidelines as per latest

MoRTH Clause 601, IRC Codal Provisions and as per the

instructions of engineer in charge.

20 Construction of un-reinforced, Short panel plain cement concrete 2335.00 Cum 5717.61

pavement 230 mm thick over a prepared sub base with concrete

grade M45, coarse and fine aggregate conforming to IS

maximum size of coarse aggregate not exceeding 25 mm, mixed in a

batching and mixing plant as per approved mix design, transported

to site, laid with a slip form paver with electronic sensor, spread,

compacted and finished in a continuous operation including

provision of contraction, expansion, construction and longitudinal

joints, joint filler, separation membrane, sealant primer, joint

sealant, debonding strip, plastic sheath, metal cap, cotton /

compressible sponge, dowel bar, admixtures as approved, Curing

with curing compound, Hessian Cloth, Mechanical Broom and air

compressor for cleaning, Texturing machine, finishing to lines and

grades as per drawings, specifications and guidelines as per latest

MoRTH Clause 602, IRC Codal Provisions and as per the

instructions of engineer in charge.

Item Description of Item (with Brief specification and reference to Quantity Unit Rate In Amount

No. Book of specification) Figures

21 Road marking with hot applied thermoplastic paints with 447.00 Sqm 367.72

reflectorising glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick

includingreflectorising 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.

22 Providing and laying of Plastirib - T or equivalent raised profile 1605.00 Sqm 806.99

edge line marking (audible warning) with hot applied thermoplastic

road marking compound according to IRC 35 - 2015, Clause 7.7,

with 2mm thick base coat layer above that ribs profile size of lenght

40mm X width 140mm X Height 6 mm thick (Total 8 m thick) at

the distance of 500 mm between two ribs including reflectorizing

glass beads @ 250 gm/ sq.mt area. The minimum and maximum

width of raised profile should be 150 mm. The thickness of 8 mm

profile should be exclusive of surface applied glass beads. The

finished surface to be levelled, uniform and free from streaks and

holes, to be applied on edge lines. The profile marking should be

mark basic line and raise line at a time simultaneously.

23 Supply and Apply Rumbble Strips Road marking with hot applied 151.00 Sqm 1772.55

thermoplastic paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied thermoplastic compound

8 mm thick including reflectorising glass beads @ 250gms per sqm

area, thickness of 8mm 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.

Item Description of Item (with Brief specification and reference to Quantity Unit Rate In Amount

No. Book of specification) Figures

24 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 2938.00 Nos. 326.23

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.11.06.1997. The height, width and length shall not exceed

mm, 130 mm and 130 mm and with minimum reflective area of

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 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.

25 Direction (Junction) Sign :-Providing and fixing sign boards made 1.00 Nos. 26572.09

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 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 sheeting.

Item Description of Item (with Brief specification and reference to Quantity Unit Rate In Amount

No. Book of specification) Figures

26 Cautionary Warning Sign :- Providing and fixing sign boards made 67.00 Nos. 5077.27

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

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.

27 Hazard Marker Sign :-Providing and fixing sign boards made out of 20.00 Nos. 3666.30

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 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 / 65NB Circular MS Pipe

as required and frame fabricated from suitable size iron angle of

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.

Item Description of Item (with Brief specification and reference to Quantity Unit Rate In Amount

No. Book of specification) Figures

28 Village Name Sign :- Providing and fixing sign boards made out of 11.00 Nos. 6313.51

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel)

size 90x60 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 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 / 65NB Circular MS Pipe

as required and frame fabricated from suitable size iron angle of

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 block of size 45 x 45 x

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 Facility Informatory Sign :-Providing and fixing sign boards made 2.00 Nos. 5906.48

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

Panel); size 80 x 60 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 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

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 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-C Type-11 Retro

Reflective sheeting.

Item Description of Item (with Brief specification and reference to Quantity Unit Rate In Amount

No. Book of specification) Figures

30 Regulatory / Mandatory Sign :-Providing and fixing sign boards 6.00 Nos. 4618.73

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

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 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

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.

31 STOP Sign :-Providing and fixing sign boards made out of 2mm 1.00 Nos. 7213.42

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

cms Octagone 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 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-C Type-11 Retro Reflective

Item Description of Item (with Brief specification and reference to Quantity Unit Rate In Amount

No. Book of specification) Figures

32 Chevron sign :- Providing and fixing sign boards made out of 23.00 Nos. 4681.35

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

size 60x50 cm 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; 3.3 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 sheeting.

33 Supplying and fixing of retro-reflective advance warning pavement 600.00 Nos. 697.91

markers (APM) made out of poly carbonate/ABS moulded body and

reflective panels with micro prismatic lens capable of providing

total internal reflection of the light entering the lens face with retro

reflectance and chromaticity values shall be as given in the detailed

specifications and the product shall conform to ASTM D4280 and

also meet all the testing conditions of ASTM D4280 and fixed to the

road surface using the adhesive recommended by the manufacturer.

The length, height and width of the body shall not be less than

mm, 10 mm and 90 mm. The marker shall support a load of

Kg tested in accordance with ASTM D4280. Lenses shall be

moulded of Polycarbonate or methyl methecrylate conforming to

ASTM D788. The area of each retro reflectory surface shall not be

less than 13.0 sq.cm. The slope or retro –reflectory surface shall be

25 + 2 degree to base. It should have one cylindrical shaped Shanks

of not less than 25 mm diameter and not less than 45 mm length

molded with the body for anchorage. Each reflector shall have a CIL

not less than values specified in table 1 of MORTH circular dated

11.6.97 respectively.

Item Description of Item (with Brief specification and reference to Quantity Unit Rate In Amount

No. Book of specification) Figures

34 Metal Beam Crash Barrier:-Type - A, "W": Metal Beam Crash 140.00 Rmt 4178.17

Barrier (Providing and erecting a "W" metal beam crash barrier

comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm

above road / ground level, fixed on ISMC series channel vertical

post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high,

m below ground / road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to conform to IS:1367 and

IS:1364, metal beam rail to be fixed on the vertical post with a

spacer of channel section 150 x 75 x 5 mm, 330 mm long complete

as per clause 810).

35 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 5.00 Nos. 704.33

including necessary reinforcement as per I.R.C. type design in C.C.

1:4:8 including painting and lettering etc. complete.

36 Providing and fixing hectometer as per I.R.C. type design including 22.00 Nos. 356.50

painting lettering etc. complete fixing in C.C. 1:5:10.

37 Dismentalling the Existing structure including removing and 83.00 Cum 955.41

stacking the dismentalled materials as and where directed. (B)

38 Excavation for foundation in sand, gravel, clay soft soil & murrum 469.00 Cum 526.15

etc. including shoring, strutting and dewatering as necessary and

dispossing of the excavated stuff as directed depth upto 3.0 mt.

39 Providing and filling in foundation with ordinary cement concrete 85.00 Cum 3695.35

M.150 mix and providing necessary vertical pin headers including

form work vibrating ramming and curing complete.

40 Providing and casting in situ controlled cement concrete M.200 for 232.00 Cum 4557.37

R.C.C. raft and cutt off walls as per drawing including necessary

shuttering laying, vibrating, ramming and curing complete.

41 Providing and laying weep holes in abutment & return by using 90.00 Nos. 89.20

A.C. pipe of 100mm diameter with laying in proper grade & joints

complete etc. as per detailed specification.

42 Providing and fixing in position IS mark steel bar reinforcement of 10.40 MT 73243.02

bar grade FE-500D (TMT) including cutting, bending, hooking and

tying complete as per detailed drawing for raft slab, pier, solid slab,

kerb block, wearing coat etc.

43 Providing and filter media 600mm thick as directed at the back of 203.00 Sqm 1311.18

abutment returns & wingwall as per detailed specification.

44 Providing,Unloading, Placing Box Shape "Factory made" Box 30.00 Rmt 48076.00

culvert including Bed preparation including Jointing work of box

culvert with cement mortar 1:3 (1 Cement : 3 Sand), precast RCC

Self Compacting High performance Concrete grade M50 Box Shape

drain having internal size 2000mmx 2000 mm with lifiting MS

insert plate of 100 mm x 300 mm x 8 mm thick on one side of Box

as per drawing and details. The box shall have wall thickness of

mm that can take a Heavy vehicle load with 5 T Point load, steam

cured, Fe 500 TMT steel as reinforcement as per details and with a

smooth surface as per instruction of Engineer-in-charge including

transportation. (M.R.)

Item Description of Item (with Brief specification and reference to Quantity Unit Rate In Amount

No. Book of specification) Figures

45 Providing and casting in situ controlled cement concrete M-250 for 68.00 Cum 5400.68

R.C.C. solid slab including centering, scaffolding, curing and

finishing complete.

46 Providing and filling sand behind abutments and between returns in 53.00 Cum 504.42

layers as directed.

47 Provision of Precast Reinforced cement concrete crash barrier 64.00 Rmt 4848.00

Retainning Wall L shape Height 1000 mm at locations directed by

48 Provision of Precast Reinforced cement concrete Retainning Wall L 48.00 Rmt 24967.20

shape Height 2000 mm (T200) at locations directed by the Engineer.

49 Providing and laying Pitching on slopes laid over prepared filter 170.70 Cum 1051.41

media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical specifications -

Stone / Boulder

50 Providing and laying rubble for apron (each stone weighing not less 72.90 Cum 1083.81

than 40 Kg.) including hand packing and filling in the interstices

with quarry spall.

51 Earthwork for embankment including breaking clods, dressing with 631.20 Cum 157.91

all lead and lift (excluding watering and consolidation) (C) From

Borrow area within 1.0 Km.lead.

52 Providing temporary all weather diversion suitable for double lane 150.00 Rmt 6400.37

traffic during the construction period of box culvert including

providing earthwork for embankment / Cutting as per site

requirement, providing RCC pipes of suitable diameter in required

row to drain water, supplying, spreading and compacting 200 mm

thick GSB grade V & 200 mm thick GSB grade III & 40 mm thick

B.C. in 10.0 mt. carriageway with providing all safety measures

including red lamps /signals at night for traffic and maintaining the

diversion in condition till completion of work etc.complete as

53 Excavation for foundation up to 1.50 mt depth including sorting out 5075.00 Cum 203.78

and stacking of useful material and disposing of the excavated stuff

up to 50 mt. lead (1) Loose or soft soil.

54 Supplying and fixing reinforced concrete heavy duty non-pressure 980.00 Rmt 3469.26

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (To level of slops of I.S. 458 /1971

Class NP3 of following internal diameter. (iv) 900 mm dia.

55 Supplying and fixing reinforced concrete heavy duty non-pressure 426.00 Rmt 1968.38

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (To level of slops of I.S. 458 /1971

Class NP3 of following internal diameter. (iv) 600 mm dia.

Item Description of Item (with Brief specification and reference to Quantity Unit Rate In Amount

No. Book of specification) Figures

56 Construction manhole with R.C.C top slab in 1:2:4 mix (1-cement : 73.00 Nos. 12254.74

2-coarse sand : 4-graded stone aggregate 20 mm nominal size)

foundation concrete 1:3:6 mix (1 - cement : 3 - coarse : 6 Brick bat

40 + 50 mm size) inside plastering 15mm thick with cement mortar

1:3 (1: cement : 3 : Coarse sand) finished with a floating coat of

neat cement and making channels in cement concrete 1:2:4 mix (1 -

cement: 2 - coarse sand : 4 Stone aggregate 20mm nominal size)

finished smooth complete including curing and festing (i) inside

size 900 mm x 1200 mm and 1.5 Mt. deep including Heavy duty

catch pit jali of size 0.60 mt x 0.60 mt. with cement frame with

Brick wall of 230mm thick having crushing strength not less than

kg per sqcm in cement mortar 1:5 (1 Cement : 5 Coarse sand).

57 Providing and filling in foundation with ordinary cement concrete 202.50 Cum 3325.30

M.100 mix and providing necessary vertical pin headers including

form work vibrating ramming and curing complete.

58 Providing and casting in situ ordinary cement concrete M.150 mix 900.00 Cum 3976.40

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating and finishing without "V" grooves

height 0.0 mt. to 5.00 mt.

59 Providing and laying rubble pitching of 22.50 cm. thick with filling 3000.00 Sqm 657.51

the sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and

30 cms. x 30 cms. panel wall as per the detailed drawing with

necessary excavation and providing water chuts of C.C. 1:3:6 at

24.00 mt. C/C providing pointing on rubble pitching in CM 1 :

(Rupees Nine Crore Sixty Eight lakh Fifty Three Thousand Four Hundred Seventy One and Fifty Three Paise 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 rates mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

Put to tender Rs…96853471.53 Put to tender Rs.96853471.53

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

*( please strike out whichever is not applicable)

Note 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.

Note 2 :- The labour cess will be deducted as per prevailing rules ie. 1% of the work done.

Note 3 :- GST and Income tax TDS will be deducted at a source while making payments of bills.

Item Description of Item (with Brief specification and reference to Quantity Unit Rate In Amount

No. Book of specification) Figures

Note 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.

Note 5 :- An amout of `.7,24,398.95 (Rupees Seven lakh Twenty Four Thousand Three Hundred Ninety Eight and Ninety

Five Paise Only) towards estimated salvage value of dismantled materials likely to be available from dismantaling the existing

structures and material available from diversion road shall be recovered from the 1st R.A. Bill.

Note 6 :- To be continued on additional sheet, if found necessary.

Signature of Bidder Deputy Executive Engineer

Surat (R&B) Sub Division No.3,

Executive Engineer

Surat (R&B) Division No.2,