Resurfacing & Strengthening of Boriyala Ramdev Temple to Smasan Faliya Road Km 0/00 to 1/00 Ta: Garbada Dist: Dahod under MMGSY 2026-27 (Reinvite 2nd Attempt)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 0.40 Hect. 28455.08

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 Providing and laying compacted of Specified Murrum in side 225.00 Cum 428.24

shoulder including carraige of material and spreading on

prepared base including compacting as per MOST specification

etc complete.

3 Providing and fixing ordinary kilometer stone of precast C.C. 1.00 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.)

4 Providing and fixing Hectometer stone as per I.R.C. type design 4.00 No. 356.50

including painting, lettering etc.complete (i) Fixing in CC 1:5:10

5 Providing and fixing Guard stone as per I.R.C. type design 25.00 No. 350.80

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

6 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)

7 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)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

8 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

9 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.

10 Hazard Marker Sign :- Providing and fixing sign board made out 8.00 No. 2423.74

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).

11 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

12 Road marking with hot applied thermoplastic paints with 306.00 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

13 Cat Eye / Road Stud / RPM: Supplying of Moulded Twin 132.00 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.

14 Cautionary Warning Sign :- Providing and fixing sign board 2.00 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).

15 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.

16 Providing and casting in situ controlled cement concrete M-250 375.00 Cum 5105.55

for CC Road pavement including formwork curing and finishing

17 Providing Trimix Machine for levelling smooth, finishing 3750.00 Sqmt 60.60

including channel fixing electric supply etc and dewatering of

excess water through vaccum pump including transporting for

machine including expansion joints filling asphalt filler etc.

complete as directed.

18 Providing and laying in position I.S.I. mark Fe-500(D) T.M.T. 15.00 M.T. 73858.69

bar reinforcement for Structural items / Temperature Steel

including cutting bending hooking and tying complete as per

detailed drawing.

19 Dismentaling the existing structure including removing and 132.00 Cum 952.51

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

R.C.C. work.

TOTAL Rs.

i.e. Rs. Rupees ThirtySeven Lakh FourtyFour Thousand Eight Hundred SeventySeven Paise Seventy Only

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

I/We am/are willing to carry Deputy Executive

out the work Engineer

Divisional

EngineerAccount

@ ______________ Officer

% 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. 39600 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