ROAD WORK

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 0.12 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 Box cutting the road surface to proper slope and camber for 1197.00 Cum 104.21

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed within all

lead and lift.

3 Earthwork in cutting in all sorts of soil and soft murrum including 142.00 Cum 127.75

conveying and spreading the stuff, embankment as and where

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

lead and lift.

4 Providing, laying and spreading Granular sub base (Grade-I) by 338.00 Cum 1320.07

providing close graded MCBT material in single layer with motor

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

rotavator at OMC and compacted with vibratory roller 80 to 110 KN

static weight to achieve desired density etc. completed.

5 Providing & laying compacted WBM Grading-II using MCBT metal 338.00 Cum 1780.63

of size 53mm to 22.4mm in required layers including using 24%

stone screening, 11.2mm 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

6 Earthwork for embankment including breaking clods, dressing with 298.00 Cum 183.70

all lead and lift including rolling with power roller, watering and

consolidation from borrow pits within land width.

7 Providing and laying compacted of specified quarry spaull in side 108.00 Cum 1113.02

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc.

8 Providing and fixing Guard stone as per I.R.C. type design 23.00 No. 349.11

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

9 Hazard Marker Sign :- Providing and fixing sign board made out of 4.00 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.R.T.H. specification, 3.1m long (2 nos.) 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 in black

and white bends. The details of symbol or inscription / numerals for

each board shall be as per instruction of Engineer in charge. 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Village name / Bump Ahead sign : Providing and fixing sign boards 6.00 No. 5045.37

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 reflectonsed with retro

reflective sheeting as per latest M.O.R.T.H. 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

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).

11 Direction sign (Junction board) :- Providing and fixing sign boards 2.00 No. 14831.71

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

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)

12 Citizen's Information Board : Providing and fixing of typical 1.00 No. 23062.34

information board as per instruction. Two M.S. plate of 1.6mm thick

of 900mm x 750mm size fixed at top and bottom duly welded with

M.S. angle with angles of 25 x 25 x 5mm thick M.S. plate shall be

welded by two vertical M.S. flat and four horizontal M.S. flats 5mm

thick to 75mm x 75mm of 12 SWG square tube posts duly

embedded in cement concrete M-15 grade C.C. blocks of 600 mm

x 600mm x 750mm below ground level. Painting new letters and

figures of any shade with ready mixed synthetic enamel paint of

superior quality in required shade and coloured, all sections of

frame joints and steel tube will be painted with primer and two

coats of epoxy paint as per drawing clause 1701 & Annexure

13 Road marking with hot applied thermoplast compound with 120.00 Sq.m. 367.73

reflectorising glass beads on bituminous surface and laying of hot

applied thermoplastic compound 2.5mm thick including

reflectorising glass beads @250 gms/sqmt area, thickness of

surface applied glass beads as per IRC 35. The finish surface to be

level uniform free from streaks and holes.

14 Supply & fixing logo board of MMGSY diamond size (600mm x 1.00 No. 4129.89

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

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

mm size including fitting and painting lettering with luminous color

as per drawing etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

15 Cautionary Warning Sign :- Providing and fixing sign board made 4.00 No. 3808.66

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,

reflectorized 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

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).

16 Informatory Warning Sign :- Providing & fixing sign boards made 2.00 No. 3856.90

out of 2mm aluminium sheet size 80 x 60 cms as per 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, reflectorized 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

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).

17 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 215.00 Rmt. 3354.21

"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, 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

x 5 mm, 330 mm long complete as per clause 810)

18 Excavation for foundation up to 1.50 mt. depth including sorting out 118.00 Cum 162.38

and stacking of useful material and disposing off the excavated

stuff within all lead and lift for all sorts of soil.

19 Providing and laying in foundation with ordinary cement concrete M- 270.00 Cum 3105.12

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

20 Providing and casting in situ ordinary cement concrete M-150 mix 100.00 Cum 3678.42

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

V-groove (A) height 0.0 to 5.0 mt.

21 Supplying and fixing reinforced concrete heavy duty non-pressure 15.00 Rmt. 6596.20

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (to level or slopes) of I.S. class NP-

4 of 1200mm internal diameter.

22 Providing and fixing I.S.I. mark T.M.T. Bar Fe-550D reinforcement 6698.00 Kg. 76.22

for R.C.C. work including binding, bending and placing in position

complete upto floor two level.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

23 White washing with lime on wall surface (two coats) to give an even 68.00 Sq.m. 12.09

shade including thoroughly booming the surface to remove all dirt,

dust, mortar drops and other foreign matter.

24 Providing and casting in situ controlled cement concrete M-250 mix 450.00 Cum 4318.76

with Trimix C.C. Road laid as directed including vibrating, curing

and filling in joints with bitumen complete.

25 Filling available excavated earth in tranches plinth side in trenches 22.00 Cum 130.40

plinth sides of foundation etc. in layers not exceeding 20 cm in

depth consolidating each disposited layer by ramming and watering.

26 Providing and laying weep hole in abutment and returns by using 36.00 No. 82.57

A.C. pipe of 100mm including laying in proper grade joining the

complete as per detail specification.

TOTAL Rs.

i.e. Rs. Sixty lacs Fourty Seven thousand Three hundred Eleven and Eighteen 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,

Jambusar Bharuch Bharuch