S.R. to NH to Dasharath Road (S.H.) Km 0/000 to 3/100 Ta. Vadodara Dist. Vadodara (Resurfacing and Strengthening, CC Road, Structure Work, Drainage Work & Road Furniture work)

No. Figure Amount

1 Clearing and grubbing road land including uprooting rank vegetation 1.54 Hect. 28455.09

grass bushes, shrubs, sapling and trees girth up to 300 mm removal

of stumps of trees cut earlier and disposal of unserviceable materials

(C) By mechanical means in area of light jungle.

2 Earthwork for embankment including breaking clods, dressing with all 1256.00 Cum 162.58

lead and lift including watering rolling and consolidation of subgrade in

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

which occur during the process using power roller 8 T to10 T and

consolidation (C) From borrow area within all lead and lift.

3 Earthwork in cutting in all sorts of soil and soft murrum including 3355.00 Cum 130.94

conveying and spreading the stuff, embankment as and where

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

lead and lift.

4 Rolling and watering of earthwork in layers with power roller including 2400.75 Cum 22.89

filling in depressions which occur during the process.

5 Box cutting the road surface to proper slope and camber for making a 759.00 Cum 106.81

base for road work including removing the excavated stuff and

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

(Including existing B.T. surface, Wet mix and GSB surface.

6 Providing and laying 185 mm thick compacted of specified quarry 1293.00 Cum 1030.20

spall in side shoulder including carriage of material and spreading on

prepared base including compacting as per MOST specification etc.

7 Construction of 200 mm thick compacted Granular Sub Base (Grade - 489.00 Cum 1450.36

V, Crushed B.T. material of 53 mm to 26.50 @ 35%, 26.50 mm to

4.75 mm @ 50% and below 2.36 mm @15%) by providing close

graded material mixing in mechanical mix plant at OMC carriage of

material to work site spreading uniform layers with mortar grader on

prepared surface and compacting with vibratory power roller to

achieve desire density complete as per Clause

8 Providing and laying wet mix macadam (WMM) in two layer of each 579.00 Cum 1631.15

125 mm using machine crushed black trap aggregate of 40 to 50 mm

size in the material with water OMC in mechanically mix (pug mill)

carriage of mix material by contractor's own tipper to site of work

including laying, spreading and compacting in sub base, base course

on well prepared under base of compacting as per MOST

specification to achieve the desired density (Mechanically laid).

9 Supplying and fixing ISI reinforced concrete heavy duty non pressure 80.00 Rmt. 4710.56

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

10 Providing and spraying of Priming coat using slow setting asphalt 20578.00 Sq.m. 62.62

emulsion (SS-1) on Water bound macadam / Wet mix macadam at

the rate of 7.50 kg Per 10 sqm. complete including cleaning the

surface with all cost of labour & material.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

11 Providing and laying 75mm thick bitumen bound macadam in single 23053.00 Sq.m. 325.22

layer on existing surface with tack coat of rapid setting bitumen

emulsion @ 2.50 kg / 10 sqm. & asphalt VG-40 at the rate of

kg/10 sqm with the layer of machine crushed black stone aggregate

40mm to 50mm size at the rate of 0.90 cum /10 sqm. with dry rolling

and spreading key aggregate 12mm size at the rate of 0.18 cum /

sqm. with rolling and spreading the stone dust at the rate of

cum / 10 sqm including cost of rolling with vibratory roller, asphalt,

fuel, kerosene, stone dust etc. complete.

12 Providing and laying 70 mm Dense Bituminous macadam (DBM) in 3847.00 M.T. 3513.79

single layers with B.T. aggregate as per MORT&H specification with

tack coat RS-1, 2.5 kg/10 sqm and bulk asphalt VG-40 for mixing @

45.00 Kg./M.T. i.e. 4.50% of total weight of mix of asphalt weight

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 M.O.R.T.&H specification

to achieve desired 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. complete.

13 Providing and laying 40 mm thick Bituminous Concrete with B.T. 2294.00 M.T. 3823.86

aggregate as per MORT&H and asphalt grade VG-40 for mixing @

54.00 Kg./M.T. i.e. 5.4% by weight of total mix including heating and

mixing the aggregate and asphalt by continuous of drum mix plant and

hot laid process laying with paver finisher and consolidation with

vibratory roller as per M.O.R.T. & H specification to achieve desire

density, including cost all materials, equipments, tools and plants, oil,

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

own machineries drum mix plant and paver finisher etc. complete.

14 Providing and fixing Hectometer stone as per I.R.C. type design 12.00 No. 356.50

including painting, lettering etc.complete (ii) Fixing in C.C. 1:5:10.

15 Providing and fixing Guard stone as per I.R.C. type design including 60.00 No. 350.80

white washing etc. complete (ii) Fixing in C.C. 1:5:10.

16 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 4.00 No. 1293.39

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

1:4:8 including letter and paints etc. complete (For N.H., S.H. and

17 Cautionary Warning Sign :- Providing and fixing sign boards made out 71.00 No. 5077.27

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 reflective 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 / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of 35 x

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 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

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

18 Village Name Sign :- Providing and fixing sign boards made out of 2.00 No. 6313.51

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size

90 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 reflective sheeting 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 35 x 35 x 3mm; painted with

best quality 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 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.

19 Road marking with hot applied thermo plastic paint with reflectorising 1363.00 Sq.m. 367.72

glass bend on bitumen surface. Providing and laying of hot applied

thermo plastic compound 2.5mm thick including reflectorising glass

beads @ 250 gms. per Sqmt. area thickness of 2.5mm is exclusive of

surface applied glass beads 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 line

should provide luminance coefficient on cement road shall be min

mcd/m2/lux and asphalt road shall be min 100 mcd/m2/lux during the

service life curing day time the marking should meet the performance

criteria for night time reflectivity, wet reflectivity and skid resistance as

mentioned in the section of IRC 15:2015. Warranty for retro reflectivity

shall be two years.

20 Cat Eye / Road Stud / RPM : Supplying of Molded Twin Shanks 1799.00 No. 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 20 mm, 130 mm and

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-in-charge.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

21 Hazard Marker Sign :- Providing and fixing sign boards made out of 28.00 No. 3666.30

2mm aluminium sheet / 3mm ACP (Aluminum composite panel) size

90 x 30 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 reflective sheeting 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 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 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

22 Chevron Board :- Providing and fixing sign boards made out of 2mm 40.00 No. 4681.35

alluminium sheet / 4mm ACP (Alluminium composite panel) size 60 x

50 cm 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 reflective sheeting of Type-11 as

per ASTM D 4956 and latest M.O.S.T. Specifications; 3.3mt. 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

x 3mm painted with best quality 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 block of size 45 x 45 x 60cms 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 manufacture & a certified copy of 3 year

outdoor exposure test result fro third party

test lab for the product offered shall be submitted by contractor

(A) Class-C Type-11 Retro reflective sheeting

23 Direction (Junction) Sign :- Providing and fixing sign boards made out 14.00 No. 26572.09

of 2mm aluminium sheet / 4mm ACP (Aluminum composite panel)

size 244 x 122 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 reflective sheeting 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 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

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

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

24 Regulatory / Mandatory sign :- Providing and fixing signboard made 8.00 No. 4618.73

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

panel) size of 60cm diameter 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-11

as per ASTM D-4956 and latest M.O.R.T.H. specifications, 3.6 m 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

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 60cms. 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.

25 STOP Sign :- Providing and fixing sign boards made out of 2mm 7.00 No. 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 reflective 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/ 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 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

26 Metal Beam Crash Barrier :- Type - A, "W" : Metal Beam Crash 1600.00 Rmt. 3354.21

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 mhigh, 1.1 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 811)

27 Numbering the C.D. work with approved paint including all materials 6.00 Each 58.80

for painting etc. complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

28 Supplying of solar road stud (Solar k tie) construction aluminium alloy 140.00 Each 1692.76

steel 100 dc water proof design conform to IP67 dimension 140 mm x

128mm x 82mm + 1mm height of shank + 54mm +0.5 mm diameter

of shank 42.5 mm + 0.5 mm plastic unbreakable, scratch, resistant

poly carbonate for maintenance free operation solar panel high

efficiency mono-crystalline 3v/50 mAh Battery XTSRS.01. XTSRS.02.

Super capacitor 2.7 v/22 of Six super bright LED with 18000 mod view

distance up to 800 meters flash rate 1H2 according to customers

requirement resist compression can take the load of 25 tons vehicle

color red and yellow working time 80 to 100 hours continuously after

the battery is fully charged and complete fixing will be drilling holes on

the road for the shank to go inside with out nails and using epoxy resin

based adhesive per manufactures recommendation and complete as

directed by the Engineer.

29 Supplying and applying rumble strip road marking with hot applied 302.40 Sq.m. 2107.87

thermoplastic paints with reflectorising glass beads on bitumen

surface providing and laying a hot applied thermoplastic compound

8mm thick including reflectorising glass beads @ 250 gram per Sqmt

area, thickness of 8 mm is excluding of surface applied glass beads

as per IRC-35 2015 the finished surface to be level, uniform and free

from streaks and holes.

30 Providing and fixing Anchor bar to the old concrete surface with 614.00 No. 215.13

specified grouting work include grouting chemical and fixing anchor

screw/bar / Fe-bar min. 120 mm in beam/column in lap joint pattern as

per relevant is code for receiving new reinforcement connection but

excluding the master bond chemical for new concrete surface and

including all labour and executed as per directed by engineer incharge.

31 Patching of damaged concrete surface with polymer concrete and 253.00 Sq.m. 2199.78

curing compounds, initiator and promoter, available in present

formulations, to be applied as per instructions of manufacturer and as

approved by the Engineer.

32 Providing and casting in situ controlled cement concrete M-250 for 1721.94 Cum 5179.28

R.C.C. return as per drawings including centering, shuttering,

scaffolding where necessary, laying vibrating, curing and finishing

complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC

33 Constructing Manhole with R.C.C. top slab in 1:1.5:3 mix (1 cement : 5.00 No. 34521.80

1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

foundation concrete (P.C.C) 1:2:4 mix (1 cement : 2 coarse sand :

graded stone aggregate 20 mm nominal size) brick work using burnt

clay building bricks having crushing strength not less than

kg/Sq.cm with cement mortar 1:6 in side plastering 15mm thick with

cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth (i)

Inside size 1500 mm x 1500mm and depth 3.00 mt. or as per site

condition and drawing including precast cover without frame size

x 750 mm (heavy duty M-10) C.I. steps 150 mm c/c alternate as per

detailed drawing.

34 Supplying and fixing ISI reinforced concrete heavy duty non pressure 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 of following internal diameter. (i) 300 mm dia.

35 Providing and fixing precast Rubber Dye / steel Dye inter locking 1995.00 Sq.m. 704.07

concrete block 60mm thick with grade of concrete M-300 pneumatic

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 guidelines

of IRC : SP 63-2018 etc. complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

36 Providing and filling in foundation with ordinary cement concrete M- 270.53 Cum 3306.85

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

37 Providing and fixing precast concrete kerb stone of gray cement 2660.00 Rmt. 370.68

based concrete block 30cm length, 30cm height and 15cm thick of M-

250 grade concrete as per approved design and including excavation

for fixing in proper line and level, filling the joint with C.M. 1:3 (1

cement : 3 fine sand) etc. complete.

38 Excavation for foundation upto 1.5 m depth including sorting out and 2536.88 Cum 249.47

stacking of useful materials and disposing off the excavated stuff upto

all lead and lift for all sorts of soil.

39 Providing and laying in position I.S.I. mark Fe-500D T.M.T. bar 93.39 M.T. 73858.70

reinforcement including cutting, bending, hooking and tying complete

as per detailed drawings for the following. (A) Piers (B) Abutments (C)

R.C.C. returns.

40 Providing and laying Fitter Media 600mm thick directed at the back of 1537.50 Sq.m. 1232.68

abutments, returns and wing walls as per detailed specifications.

41 Providing & laying weep hole in abutments and returns by using A.C. 1230.00 No. 87.08

pipe of 100mm including laying in proper grade and jointing the

completed as per detailed specification.

TOTAL Rs.

i.e. Rs. Six Crore Sixty Three lacs Ninety Four thousand Two hundred Eighty Five and Sixty Six paisa only

I/We am/are willing to carry out the work @ ______________ % 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

Net Rs. ___________________________ Total Rs. ________________________

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. The Contractor will have to submit the all mix design at his own cost before execution as directed and to be

approved from the Engineer in charge.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and

found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

M.S. Bldg Sub Division, City (R & B) Division, City (R & B) Division,

Vadodara Vadodara Vadodara