Resurfacing & Strengthening of Ruvabari Approach Road Km 0/0 to 9/40 Ta: De.Baria Dist: Dahod under Budget Lump Provision 2025-26

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 3.80 Hect. 28455.09

vegetation grass bushes, shrubs, sapling and trees of girth up

to full depth removal of stumps of trees cut earlier and disposal

of unserviceable materials and stacking of serviceable

materials as per Clause-201 (area of light density) by

mechanical means in area of light jungle.

2 Earthwork in cutting including preparing the slope and camber 5047.24 Cum 137.33

andstacking or utilising the cutting stuff in bank as directed with

all lead & Lift from the end of cutting with all lead and lift. (A) all

sorts of soil and soft murrum

3 Earth work for embankment including breaking clods, dressing 2801.00 Cum 170.51

with all lead and lift (Including watering and consolidation) (C)

from borrow Area with all lead & Lift (With minimum 6% CBR)

4 Rolling and watering of earthwork in layers with power roller 4038.00 Cum 23.18

including filling in depressions which occur during the process.

5 Scarifying gravelled macadam or bitumen macadam surface 15785.00 Sqmt 42.59

upto full BT depth including stacking useful materials on road

side and disposing off remaining stuff.

6 Providing and laying compacted WBM of Grading-II MCBT 2895.00 Cum 1767.50

metal of size 45 to 63mm in required layers including using

16% stone screening, 13.2mm size and 8% stone dust as filler

including spreading watering & consolidation by vibratory roller

etc. complete. (in required layers)

7 Providing and laying compacted of Specified Murrum in side 2097.00 Cum 428.24

shoulder including carraige of material and spreading on

prepared base including compacting as per MOST

specification etc complete.

8 Providing and laying evenly Tack coat using Rapid setting 22550.00 Sqmt 21.33

emulsion (RS-1) materials at the rate of 4.00 Kg / 10 Sq.M. on

Road surface using emulsion pressure sprayer including the

cost of all labour, materials , heating, Machinery & Equipment

etc complete

9 Providing and laying evenly tack coat using Rapid setting 62408.00 Sqmt 13.52

emulsion (RS-1) materials at the rate of 2.5 Kg / 10 Sq.M. on

Road surface using emulsion pressure sprayer including the

cost of all labour, materials , heating, Machinery & Equipment

etc complete

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing & laying Bituminous grout 37.50 mm thick with 3420.00 M.T. 2158.37

asphalt of grade of VG-30 at the rate of1.99% by weight of mix

using B.T. chips of required gradation including cleaning and

heating asphalt premix materials by hot mix process in proper

gradation and laying with paver finisher and consolidation by

roller of 8 to 10 tonnes including cost of all materials, asphalt,

aggregates, labour charges, royalty charges etc.completed as

11 Providing & laying 50 mm thick compacted bitumen Macadam 4696.00 M.T. 2844.16

using B.T. chips aggregate as specified and mixing binder

asphalt grade of (VG-30)at the rate of 3.40 % by total weight of

mix including heating and mixing in drum mix plant and

spreading the same with sencer paver finisher and

consolidation with vibratory roller including necessary firewood,

oil, lubricants, labour charges etc. using contractor's own drum

mix plant and equipment, tool etc. completed in accordance

with the requirement of specification.

12 Providing and laying 25 mm thick Semi Dense Bituminous 2464.00 M.T. 3656.91

Concrete with B.T. aggregate as per MORTH gradation

asphalt grade VG-30 for mixing @ 50.00 KG. / M.T. including

heating and mixing the aggregate and asphalt by continuous of

batch mix plant and hot laid process laying with paver finisher

and consolidation with roller as per MORTH 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 batch mix plant

13 and paver and

Providing finisher etc.ordinary

fixing complete.

kilometer stone of precast C.C. 10.00 No. 704.33

1:2:4 including necessary reinforcement as per I.R.C. type

design in C.C. 1:4:8 including painting,lettering etc. complete

(For O.D. road V.R.)

14 Providing and fixing Hectometer stone as per I.R.C. type 38.00 No. 356.50

design including painting, lettering etc.complete (i) Fixing in CC

15 Providing and fixing Guard stone as per I.R.C. type design 362.00 No. 350.80

including white washing etc. complete (i) Fixing in CC 1:5:10

16 Direction sign (Junction board) :- Providing and fixing sign 1.00 No. 6527.29

boards made out of 2mm aluminium sheet size 244 x 122cms.

rectangle as per the design of IRC-67-1977 pre treated with

phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint,

reflectorised with retro reflective sheeting as per latest

M.O.S.T. specifications; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame

fabricated from suitable size iron angle of 50 x 50 x 5mm, 75 x

75 x 6mm as required 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) Engineer Grade (VR)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

17 Regulatory / Mandatory signs : Providing and fixing sign boards 4.00 No. 3439.81

made out of 2mm aluminium sheet size 60cms. diameter circle

as per the design of IRC-67-1977 pre treated with phospheting

process & acid eteching, coated with one coat of epoxy primer

and two coats of best quality epoxy paint, reflectorised with

retro reflective sheeting as per latest M.O.S.T. Specifications;

3.1m long stand post and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required;

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) Engineer Grade (VR)

18 Village name/ Bump Ahead sign :- Providing and fixing sign 2.00 No. 5045.36

board made out of 2 mm alluminium sheet size 90 x 60 cms

rectangle as per the design of IRC-67-1977 pre treated with

phospheting process and acid etching coated with one coat of

epoxy primer and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest

M.O.R.T.H. specifications. Letters and numerals should be as

per IRC-30-1968, 310m long (2 Nos.) stand post and frame

fabricated from suitable size iron angle of 50 x 50 x 5 mm

painted with best quality epoxy coating 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 C.C. block of size 45 x 45 x

cms for each leg including excavation, curing etc. complete

under the supervision of Engineer-in-charge (A) Engineer

grade (VR).

19 Citizen' s information Board- Providing and fixing of typical 1.00 No. 23734.17

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

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

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

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

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) 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

20 Hazard Marker Sign :- Providing and fixing sign board made 40.00 No. 2423.74

out of 2mm aluminium sheet size 90 x 30 cms. rectangle as per

the design / drawing attached (IRC) pretreated with

phospheting & acid etching, coated with one coat of epoxy

primer and two coats of best quality epoxy paint reflectorised

with retro reflective sheeting as per latest M.O.S.T.

specification, 3.1m long stand post and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm

painted with best quality epoxy coatings. The fixing at site shall

be in 1:2:4 C.C. block of size 45 x 45 x 60cms for each leg

including excavation curing etc. complete under the

supervision of Engineer in charge. (A) Engineer grade (VR).

21 STOP SIGN :- Providing and fixing sing boards made out of 2.00 No. 4676.06

2mm aluminium sheet size 90 x 90cms. rectangle as per the

design of IRC-67-1977 pretreated with phospheting process &

acid etching, coated with one coat of epoxy primer and two

coats of best quality epoxy paint reflectorised with retro

reflective sheeting as per latest M.O.S.T. specifications; 3.1m

long stand post and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; 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) Engineer grade (VR).

22 Road marking with hot applied thermoplastic paints with 1986.00 sqmt 367.72

reflectorising glass beads on bitumen 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 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 colour marking

should provide luminance coefficient on cement road shall 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 two years.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

23 Cat Eye / Road Stud / RPM: Supplying of Moulded Twin 1065.00 No 326.23

Shanks Raised Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with micro prismatic

lens (No Glass bead 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

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

Kgs. 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 manufacturer's recommendation and the color

of the marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

24 Cautionary Warning Sign :- Providing and fixing sign board 98.00 No. 3808.66

made out of 2mm aluminium sheet size 90 x 90 x 90 cms

equilateral triangle as per the design of IRC-67-1977. Pre

treated with phospheting process and acid etching coated with

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

paint, refloctrorized with retro reflective sheeting as per the

latest M.O.R.T.H. specification, 3.1 Mt. long stand post and

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

mm, 75 x 75 x 6 mm; painted with best quality epoxy coating 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) Engineer grade (VR).

25 Supply & fixing logo board of specified LOGO Board as per 1.00 Nos. 4742.96

instructions of Engineer in charge - diamond size (600 X

600mm) 16 gauge & board plate size (900x 250mm) 16 gauge

thick M. S plate and 2.40 meter deep length single angle 75x

75x 6 mm size including fitting and painting lettering with

luminous colour as per drawing etc.

26 Type - A, "W" : Metal Beam Crash Barrier : Providing and 50.00 Rmt. 2994.65

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 including necessary

excavation of Post, providing levelling course M-10 (size 0.65 x

0.65 x 0.10 m) & foundation concrete in M-200 (size 0.5 x 0.5 x

0.15 + 0.3 x 0.3 x 0.70) as per requirement and instruction

from engineer in charge.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

27 Providing and filling in foundation with ordinary cement 154.00 Cum 3207.71

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

28 Construction of un-reinforced,dowel jointed,plain cement 2455.00 Cum 5283.31

concrete pavement over a prepared sub base with concrete

grade M300,coarse and fine aggregate conforming to IS

383.maximum size of coarse aggregate not exceeding

29 Providing and laying in position I.S.I. mark Fe-500(D) T.M.T. 4.30 M.T. 73858.69

bar reinforcement for Structural items / Temperature Steel

including cutting bending hooking and tying complete as per

detailed drawing.

30 Excavation for foundation up to required depth including 339.00 Cum 203.50

sorting out and stacking of useful material and disposing off

the excavated stuff within all lead and lift for Dense or hard

31 Providing and casting in situ ordinary cement concrete M-150 210.00 Cum 3783.77

mix and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-grooves. (With All Lead & Lift)

32 Supplying and fixing reinforced concrete heavy duty non- 67.50 Meter 3904.48

pressure 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. 900 mm dia.

33 White washing with lime on wall surface (two coats) to give an 261.00 Sqm. 13.00

even shade including thoroughly brooming the surface to

removed all dirt, dust mortar drops and other foreign matter.

34 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate 7.00 No 279.69

of marble stone set in C.C. 1:4 including finishing and

engraving letters etc. complete.

35 Providing and maintaining a road diversion for traffic during the 7.00 No 2020.00

work in progress till completion of work including providing red

lamps and necessary sign boards etc. complete. (For

C.D.Works)

36 Providing and casting in situ ordinary Cement concrete M.150 68.00 Cu.m. 3730.76

mix for av. 75 mm thick wearing coat laid as directed including

tamping, vibrating, finishing,curring and filling in joints with

bitumen complete.

37 Dismentaling the existing structure including removing and 68.00 Cum 952.51

stacking the dismentelled materials as and where directed. (A)

R.C.C. work.

38 Dismentaling the existing structure including removing and 148.00 Cum 418.97

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

Rubble Masonry

39 Construction Of Dry Lean Cement Concrete Sub-Base Over A 853.00 Cum 2352.29

Prepared Sub-Grade With Coarse And Fine Aggregate

Conforming To Is: 383, The Size Of Course Aggregate Not

40 Exceeding 25mm,

Chevron sign Aggregate

:-Providing andCement Ratioboards

fixing sign Not Tomade

out of 38.00 No. 3711.75

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50cm rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching;

TOTAL Rs.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

i.e. Rs. Rupees Five Crore EightyFive Lakh Three Thousand FourtySix Paise SeventyEight Only

Deputy Executive

Divisional

EngineerAccount Officer

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

Deputy Executive

Divisional

Engineer Account Officer

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. Credit for dismantalled materials of amount of Rs. 33720 must be recovered from 1st R.A. bill of

Contractor's.

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

found order.

Deputy Executive Engineer

Panchayat (R & B) Sub Division

Divisional Account Officer Executive Engineer

Panchayat (R & B) Division, Panchayat (R & B) Division,

Dahod Dahod