Construction of Sukhsar Panchal Falia to Bhojela joining Afva Road Km 0/0 to 0/95 Ta.Fatepura Dist.Dahod (Construction of 5.50 mt. wide C.C. Road) under Budget Lump Provision-2023-24 (Tribal)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 0.10 Hect. 28393.04

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

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 and 1567.50 Cum 127.74

stacking or utilizing the cutting stuff in spoil bank as directed for all

meters from the end of cutting with all lead and lift. (A) All sorts of

soil and soft murrum.

3 Rolling and watering of earthwork in layers with power roller 314.00 Cum 22.48

including filling in depressions which occur during the process.

4 Construction of compacted granular sub base (Grade-I, Crushed B 523.00 Cum 748.41

T materials of 53 mm to 26.5 mm @ 35%, 26.5 mm to 4.75 mm @

45%, Below 2.36 mm @ 20%) by providing close graded material,

mixing in a mechanical mix 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

5 Providing & laying compacted WBM Grading-II using MCBT metal 392.00 Cum 1014.04

of size 45mm to 63mm in required layers including using 16% stone

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

spreading, watering and consolidation by vibratory roller as per

MORTH specification etc complete as directed by Engineer in

charge. (in required layers)

6 Providing and laying compacted of specified hard murrum in side 72.00 Cum 380.77

shoulders including carraige of material and spreading on prepared

base including compacting as per MORTH specification etc.

7 Providing and filling in foundation with ordinary cement concrete M- 399.60 Cum 3101.80

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

8 Providing and casting in situ controlled cement concrete concrete M- 784.00 Cum 4985.36

250 for CC Road pavement including formwork curing and finishing

9 Providing Trimix Machine for levelling smooth, finishing including 5225.00 Sq.m. 60.60

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.

10 Providing and placing in position I.S.I. mark Fe-500D T.M.T. bar 20.90 M.T. 73217.53

reinforcement for following items including cutting bending hooking

and tying complete as per detailed drawing.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

11 Providing RCC Pucca Gutter of required size (Internal Chamber 400.00 Rmt. 8905.17

Size 1.20 m(B) x 1.30m(D)) of RCC in controlled concrete M-200

with necessary form work 1.50 m wide (Out to Out) bedding of

controlled cement concrete M-200, 10 cm depth & 1.80m wide, base

slab width of 1.50m & wall thickness of 0.15m in ordinary cement

concrete M-15, including pre cast R.C.C. cover slab of 0.20m thick,

including chequered tiles flooring over slab cover, both side walls

0.15m thick having 1.50 m height including provision of PVC pipe of

150 mm dia. at 3.00 mt. C/C, TMT Fe-500(D) required

reinforcement as per design and drawings provided by Engineer in

charge with necessary excavation, curing, consumables with

necessary slab opening at required intervals etc. complete as per

site requirement & instruction of engineer in charge in proper slope

line and level as per attached drawing.

12 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 1.00 No. 704.33

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.)

13 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 C.C. 1:5:10

14 Providing and fixing Guard stone as per I.R.C. type design including 25.00 No. 349.11

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

15 Direction sign (Junction board) :- Providing and fixing sign boards 1.00 No. 6071.90

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,

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

16 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

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

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 60 cms for

each leg including excavation, curing etc. complete under the

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

18 Citizen's information Board :- Providing and fixing of typical 1.00 No. 21375.33

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.

19 Hazard Marker Sign :- Providing and fixing sign board made out of 6.00 No. 2423.74

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

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).

20 STOP SIGN :- Providing and fixing sing boards made out of 2mm 2.00 No. 4676.06

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

21 Road marking with hot applied thermo plastic paint with 106.00 Sq.m. 367.72

reflectorising glass bend on bitumin surface. Providing and laying of

hot appllied 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 liminance

coefficient on cement road shall be min 130 mcd/m2/lux and asphalt

road shall be min 100 mcd/m2/lux during the service life suring day

time the marking should meet the perfomance criteria for night time

reflectivity, wet reflectivity and skid resistance as mentioned in the

section of IRC 15:2015. warranty for retroreflectivity shall be two

22 Cat eye/road stud/RPM :- Supplying of molded twin shanks raised 20.00 No. 326.23

pavment markers made of polycarbonate and ABS moulded body

and reflective panels with icro prismatic lens (no glasss bed lens)

capable of providing total internal reflaction of the light entering the

lens face and shall support a load of 13635kgs. tested in

accordance to ASTM D 4280 type H and complying to specifications

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

20mm,130mm & 130mm and min. reflactive are of 13 sqcm on each

side and slope to base shall be 35+/-5 degree. the strength of

detachment of the integrated cylindrical shnks, (of diameter not less

than 19+/-2mm & ht not less then 30+/-2mm) from the body is to be

a min. value of 500kgf. fixing will be by drilling holes on the road for

the shanks to go inside, without nails and using epoxy rasin based

adhesive as per the manufacturer's recommendation & the color of

the marker should be as per the IRC 35-2015 & as directed by

engineer-in-charge.

23 Cautionary Warning Sign :- Providing and fixing sign board made 4.00 No. 3722.36

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 3 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).

24 Supply & fixing logo board of specified LOGO board as per 2.00 No. 4617.72

instructions of Engineer in charge - diamond size (600 x 600mm)

gauge & board plate size (900 x 250mm) 16 gauge thick M.S. plate

and 2.40 meter deep length single angle 75 x 75 x 6 mm size

including fitting and painting lettering with luminous colour as per

drawing etc complete.

25 Excavation for foundation up to 1.50 mt. depth including sorting out 21.00 Cum 241.79

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for all sorts of soil.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

26 Supplying and fixing reinforced concrete heavy duty non-pressure 32.00 Rmt. 1028.03

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (to level or slope) of I.S. 458 /

Class NP4 casted by vertically vibrated technology of following

internal diameter. 300mm dia.

27 Filling around the pipes with murrum including dressing, tampering 9.00 Cum 147.94

etc. complete.

TOTAL Rs.

i.e. Rs. One Crore Seventeen lacs Seventy Eight thousand Four hundred Two and Fifty 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.

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

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

Jhalod Dahod Dahod