Road work

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 0.20 Hect. 28393.04

vegetation 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 in all sorts of soil and soft murrum including 236.00 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.

3 Scarifying gravelled macadam or bitumen macadam surface 6cm 750.00 Sq.m. 39.63

to 10 cm depth including stacking useful materials on road side

and disposing off remaining stuff.

4 Providing, laying and spreading Granular sub base (Grade-I) by 20.00 Cum 1363.50

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 292.00 Cum 1833.15

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 544.50 Cum 180.96

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 120.00 Cum 1152.41

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc.

8 Providing and laying bituminous grout 37.5mm thick with asphalt of 282.00 M.T. 3440.06

grade VG-30 at the rate of 1.99% by weight of mix for mixing @

4.00 kg/10 sq.mt. for tack coat 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 directed including flushing key

aggregate @ 0.13 cum/10 sq.m.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

9 Providing laying and rolling 25 mm thick open graded premixed 201.00 M.T. 4478.34

bitumineous carpet with B.T. aggregate as specified and using

bitumen for mixing with aggregate at the rate of 3.36 % i.e.

kg/MT. of total mix including heating and mixing in drum mix plant

and spreadig the same with 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.

10 Providing and laying sealcoat with B.T. agreegate as specified 104.00 M.T. 4776.29

using agreegate at the rate of 0.18 Cu.mt / 10 Sq.M. and bitumen

(VG-30) for mixing with agreegate at the rate of 4.50 % i.e.

Kg/M.T. of total mix including heating and mixing in drum mix plant

and spreading the same with paver finisher and consolidation with

vibratory roller including necessary firewood, oil, lubricants, labour

charges using contractor's own drum mix plant machineries and

equipment, tools etc. complete in accordance with the requirement

of specification.

11 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 1.00 No. 704.34

including necessary reinforcement as per IRC type design in C.C

1:4:8 including painting, lettering etc. complete. (For ODR, V.R.)

12 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

13 Providing and fixing Guard stone as per I.R.C. type design 20.00 No. 349.11

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

14 Hazard Marker Sign :- Providing and fixing sign board made out of 2.00 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

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

15 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).

16 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)

17 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

18 Road marking with hot applied thermoplast compound with 200.00 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.

19 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

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

21 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 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).

22 Excavation for foundation up to 1.50 mt. depth including sorting out 223.00 Cum 189.31

and stacking of useful material and disposing off the excavated

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

23 Excavation for foundation for depth from 1.50 mt to 3.00 mt. 223.00 Cum 486.77

including sorting out and stacking of usefull material and disposing

of the excavated stuff up to 50 Mt. lead (B) Dense & Hard soil.

24 Excavation for foundation for depth from 3.00 mt to 5.00 mt. 18.00 Cum 571.09

including sorting out and stacking of usefull material and disposing

of the excavated stuff up to 50 Mt. lead (B) Dense & Hard soil.

25 Providing and casting in situ ordinary cement concrete M-150 mix 73.00 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.

26 Providing and laying in foundation with ordinary cement concrete 481.00 Cum 4374.57

M-250 & providing necessary vertical pin headers in including

shuttering, scaffolding, laying, vibrating, curing and finishing

complete without V-groove (height 0 to 5 mt.)

27 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 8.00 No. 339.88

in pier caps or abutments caps for anchorage in fixed end as per

detailed drawing including cutting, bending and welding complete.

28 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 8.00 No. 396.28

in pier caps or abutments caps for anchorage in free end as per

detailed drawing including cutting, bending and welding complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

29 Providing and casting in situ controlled cement concrete M-250 for 22.00 Cum 5025.07

R.C.C. works in pier cap, abutment cap and dirt wall including

controlled cement concrete M-300 bed block or pedestal of

required size below bearing as per detailed drawing, centering,

shuttering, scaffolding wherever necessary laying, vibrating, curing

and finishing complete.

30 Providing and casting in situ controlled cement concrete M-250 for 86.00 Cum 5106.66

R.C.C. solid slab including centering, scaffolding, curing and

finishing complete.

31 Providing and casting in situ controlled cement concrete M-400 for 14.00 Cum 5373.31

average 100mm thick wearing coat laid as directed including

tamping, vibrating, finishing, curing and filling in joints with bitumen

32 Providing and casting in situ controlled cement concrete M-250 for 15.75 Cum 4554.09

R.C.C. approach slab including centering, scaffolding, curing and

finishing complete.

33 Providing and laying in position I.S.I. mark Fe-500D bar for mass 1.224 M.T. 73217.53

concrete in pier, abutment, wing wall including cutting, bending,

hooking and tying complete as per detailed drawing.

34 Providing and placing in position I.S.I. mark Fe-500D bar 10.830 M.T. 72601.87

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing for Slabs, Cap & dirt wall.

35 Providing 12mm thick asphalt filler joint as per drawing. 15.12 Sq.m. 702.13

36 Providing and laying weep hole in abutment and returns by using 179.00 No. 82.57

A.C. pipes of 100 mm dia. with laying in proper grade and jointing

the completed as per detailed specification.

37 Providing and laying filter media 600 mm thick as directed at back 168.00 Sq.m. 1180.34

of abutment, returns and wing walls as per detailed specifications.

38 Providing and filling sand behind abutment and behind return in 315.39 Cum 445.41

layers as directed.

39 Providing and laying rubble for apron (each stone weighting not 30.48 Cum 1041.05

less than 40 kg) including packing and filling in the interstices with

quarry spalls.

40 Provision of an Reinforced cement concrete crash barrier at the 50.00 Rmt. 9542.48

edges of the deck, approaches to bridge structures, constructed

with M-40 grade concrete with TMT Fe-550D reinforcement

conforming to IRC:21 and dowel bars 25 mm dia., 450 mm long at

expansion joints filled with pre-moulded asphalt filler board as per

the drawing having bottom size of 450mm, top 225mm and Ht.

1100mm all locations as directed by the Engineer.

41 Demolition including stacking serviceable material and disposal of 1.932 Cum 1030.20

unserviceable material with all lead and lift. (1) R.C.C. work.

42 Demolition of brick work and stone masonry including stacking 36.00 Cum 536.09

serviceable material and disposal of unserviceable material with all

lead and lift. (2) Rubble masonary.

43 Supplying and fixing reinforced concrete heavy duty non-pressure 15.00 Rmt. 4685.19

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 900mm internal diameter.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

44 Providing and laying evenly tack coat using rapid setting emulsion 75.00 Sq.m. 32.02

(RS-1) material at the rate of 2.50 kg/10 sqm on road surface

using emulsion pressure sprayer including the cost of all labour

materials, heating, machinery & equipment.

45 Providing and laying tack coat with bitumen emulsion (RS-1) at the 75.00 Sq.m. 20.20

rate of 4.00 kg/10 sqm on the prepare bituminous surface etc.

complete as directed with all labour and materials.

TOTAL Rs.

i.e. Rs. Eighty Five lacs Two thousand Five hundred Seventy Six and Twenty 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. Credit for dismantalled & reuse materials of amount of Rs. 1,30,904.64 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 Sr. Divisional Account Officer Executive Engineer

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

Jambusar Bharuch Bharuch