ROAD WORK

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 1.00 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 Box cutting the road surface to proper slope and camber for 495.00 Cum 104.20

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 1181.00 Cum 127.74

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 Scarifying and removing bitumen macadam surface including 15510.00 Sq.m. 39.62

completely removing out the entire existing bituminous surface,

stacking useful materials on road side and disposing off

remaining stuff complete as per instruction of in charge Engineer.

5 Providing, laying and spreading Granular sub base (Grade-I) by 248.00 Cum 1073.63

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

KN static weight to achieve desired density etc. completed.

6 Providing & laying compacted layer of WBM of Grading-I MCBT 1939.00 Cum 1340.27

metal of size 63mm to 45mm 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.

7 Providing & laying compacted WBM Grading-II using MCBT 4043.00 Cum 1526.11

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.

8 Earthwork for embankment including breaking clods, dressing 948.00 Cum 183.70

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

and consolidation from borrow pits within land width.

9 Providing and laying quarry spaull of approved quality including 1000.00 Cum 799.92

spreading, watering, consolidation with vibratory roller as per

MORTH specification including loading and unloading etc.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying bituminous grout 37.5mm thick compacted 1939.00 M.T. 2029.09

with B.T. aggregates as per MORTH specification and using

asphalt VG-30 at the rate of 1.99% (i.e. 19.90 kg./M.T.) of total

weight of mix for mixing using B.T. chips of required gradation

including cleaning and heating asphalt premix materials by drum

mix process in proper gradation and laying with paver finisher

and consolidation with vibratory roller as per MORTH

specification to achieve desire density, including cost of all

labour, materials, asphalt aggregates, labour charges, royalty

charges etc. complete using as directed including flushing key

aggregate @ 0.13 cum/10 sq.m.

11 Providing & laying 37.5 mm thick B.M. using B.T. chips as per 2133.00 M.T. 2692.66

required gradation and using asphalt as binder of VG-30 grade at

the rate of 3.50% by weight of mix including tack coat @

Kg/10 sq.m. of bitumen, heating and mixing the bitumen and

aggregate by drum mix plant and laying by paver finisher

including consolidation with vibratory roller as per MORTH

specification and providing and operating plant and machinery

and equipment including cost of fuel, oil, lubricants, labour

charges, flushing of stone dust / sand @0.03 cum/10 Sq.m.

including cost of asphalt and aggregate etc. complete.

12 Providing and laying 20 mm thick mix seal surfacing using stone 1190.00 M.T. 3390.57

chips as per gradation asphalt VG-30 (60-70) for mixing at the

rate of 51 Kg/M.T. (5.10%) of mix including heating the asphalt

and aggregate by continuous batching of hot mix plant and

spreading the same by paver finisher and consolidation with

vibratory roller 80-100 K.N. static weight including the cost of

labour charges, oil, kerosene, lubricants etc. complete using

contractor's own machinery and plant etc. complete.

13 Providing and laying evenly tack coat using rapid setting 25850.00 Sq.m. 20.40

emulsion (RS-1) materials at the rate of 4.00 Kg / 10 Sq.M. on

road surface using emulsion pressure sprayer including the cost

of all labour, materials, heating, machinery & equipment etc.

14 Providing and laying evenly tack coat using rapid setting 25850.00 Sq.m. 12.93

emulsion (RS-1) materials at the rate of 2.50 Kg / 10 Sq.M. on

road surface using emulsion pressure sprayer including the cost

of all labour, materials, heating, machinery & equipment etc.

15 Providing and fixing ordinary kilometer stone of approved hard 5.00 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.)

16 Providing and fixing Hectometer stone as per I.R.C. type design 20.00 No. 356.50

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

17 Providing and fixing Guard stone as per I.R.C. type design 117.00 No. 349.11

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

18 Hazard Marker Sign :- Providing and fixing sign board made out 10.00 No. 2423.74

of 2mm aluminium sheet size 90 x 30 cms. rectangle as per the

design of IRC-67-1977 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, letters and numerals

should be as per IRC-30-1968, 3.1m long (2 Nos) long 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 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.

19 Providing and fixing Village name boards made out of 2 mm 3.00 No. 5045.36

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, 3.1m 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).

20 Providing and fixing Junction boards made out of 2mm 5.00 No. 14831.71

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 stand post and frame

fabricated from suitable size iron angle of 50 x 50 x 5mm 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

21 Citizen's Information Board : Providing and fixing of typical 1.00 No. 23218.89

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).

22 Road marking with hot applied thermoplast compound with 2300.00 Sq.m. 367.72

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.

23 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 200.00 Rmt. 2961.32

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)

24 Excavation for foundation up to 1.50 mt. depth including sorting 358.00 Cum 137.25

out and stacking of useful material and disposing off the

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

25 Providing and laying in foundation with ordinary cement concrete 220.00 Cum 3105.11

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

26 Providing and casting in situ ordinary cement concrete M-150 mix 415.00 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.

27 Supplying and fixing reinforced concrete heavy duty non-pressure 30.00 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.

28 Providing and fixing I.S.I. mark T.M.T. Bar Fe-500D 7140.00 Kg. 76.21

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

placing in position complete upto floor two level.

29 Providing and casting in situ controlled cement concrete M-250 330.00 Cum 5293.41

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

curing and filling in joints with bitumen complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

30 Filling available excavated earth (excluding rock) in trenches, 129.00 Cum 130.39

plinth, sides of foundation etc. in layer not exceeding 20 cm in

depth consolidating each deposited layer by ramming and

watering etc. complete.

31 Providing and laying weep hole in abutment and returns by using 130.00 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. Three Crore Seventeen lacs Seventy Two thousand Eight hundred Sixty Eight and Sixty Two paisa

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,

Ankleshwar Bharuch Bharuch