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 6 1125.00 Sq.m. 39.63

cm to 10 cm.depth including stacking useful materials on road

side and disposing off remaining stuff.

4 Providing and laying compacted WBM of Grading-I MCBT metal 282.00 Cum 1812.95

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

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

including spreading watering & consolidation by vibratory roller

etc. as per MoRTH Specification compelete as directed by

Engineer - in - charge.

5 Providing & laying compacted WBM Grading-II using MCBT 282.00 Cum 1853.35

metal 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 charge.

6 Earthwork for embankment including breaking clods, dressing 550.00 Cum 183.70

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

and consolidation from borrow pits within land width.

7 Providing and laying quarry spaull of approved quality including 120.00 Cum 1168.57

spreading, watering, consolidation with vibratory roller as per

MORTH specification including loading and unloading etc.

8 Providing & laying Bituminous grout 37.50 mm thick with asphalt 282.00 M.T. 3451.17

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

& 4.00 Kg/10 Sqm for tack coat of mix for mixing 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

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 197.00 M.T. 4487.43

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

bitumen for mixing with agreegate at the rate of 3.36% 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 power 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 including providing & laying uniformly

tack coat (2.50 Kg./10 Sq.m)

10 Providing and laying seal coat with B.T aggregate as specified 101.00 M.T. 4784.37

using aggregate at the rate of 0.18 cum/10 Sqmt and bitumen

grade VG-30 for mixing with aggregate at the rate of 4.50% i.e.

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

mix plant and spreading the same by paver finisher and

consolidation with power roller including necessary fire wood oil,

lubricans, labour charges using contractor's own drum mix plant,

machineries and equipment, tools including flushing & screened

stone dust etc. complete in accordance with the requirement of

specification.

11 Providing and fixing ordinary kilometer stone of approved hard 1.00 No. 704.33

stone as per IRC type design and fixing in C.C 1:4:8 including

lettering and paints 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 43.00 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 2.00 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.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).

15 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 1700.1 (10.16).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

16 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.

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

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

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

75 x 6 mm size including fitting and painting lettering with

luminous color as per drawing etc. complete.

18 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,

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).

19 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, 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).

20 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 200.00 Rmt. 3354.21

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

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 75 x 5 mm, 330 mm long complete as per

clause 810)

21 Excavation for foundation up to 1.50 mt. depth including sorting 109.00 Cum 117.08

out and stacking of useful material and disposing off the

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

22 Providing and laying in foundation with ordinary cement concrete 11.00 Cum 3105.12

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

23 Providing and casting in situ ordinary cement concrete M-150 mix 120.00 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.

24 Providing and fixing I.S.I. mark T.M.T. Bar Fe-550D 375.00 Kg. 76.22

reinforcement for R.C.C. work including binding, bending and

placing in position complete upto floor two level.

25 Filling available excavated earth in trenches, plinth, sides of 55.00 Cum 130.40

foundation etc. in layer not exceeding 20 cm in depth

consolidating each deposited layer by ramming and watering etc.

26 Providing and laying weep hole in abutment and returns by using 45.00 No. 82.57

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

the completed as per detailed specification.

TOTAL Rs.

i.e. Rs. Fifty lacs Thirty Two thousand Seven hundred Fourty Five and Eighty 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,

Jambusar Bharuch Bharuch