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 127.74

conveying and spreading the stuff, embankment as and where

directed within 200 meters from the end of cutting with all

required lead and lift.

3 Providing, laying and spreading Granular sub base (Grade-I) by 740.00 Cum 1254.42

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.

4 Providing & laying compacted layer of WBM of Grading-I MCBT 588.00 Cum 1557.42

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.

5 Providing & laying compacted WBM Grading-II using MCBT 375.00 Cum 1745.28

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 889.00 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 936.27

spreading, watering, consolidation with vibratory roller as per

MORTH specification including loading and unloading etc.

8 Providing and laying bituminous grout 37.5mm thick compacted 282.00 M.T. 2159.38

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.

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. 2802.75

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

bitumen (VG-30) for mixing with aggregate at the rate of 3.36%

i.e. 33.60 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 as per MORTH specification

including necessary firewood, oil, lubricants, labour charges etc.

using contractor's own drum mix plant and equipment, tools etc.

completed in accordance with the requirement of specification.

10 Providing and laying seal coat with B.T. aggregate as specified 106.00 M.T. 3290.58

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 pant, spreading 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, tools etc. complete in accordance with

the requirement of specification.

11 Providing and laying evenly tack coat using rapid setting 3750.00 Sq.m. 20.50

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.

12 Providing and laying evenly tack coat using rapid setting 3750.00 Sq.m. 13.03

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.

13 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.)

14 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

15 Providing and fixing Guard stone as per I.R.C. type design 30.00 No. 349.11

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

16 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 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, 3.1m long (2 Nos) stand

post and frame fabricated from suitable size iron angle of 50 x

x 5mm, 75 x 75 x 6mm as required painted with best quality

epoxy coatings in black and white bends. 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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

boards 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.

18 Providing and fixing Junction board made out of 2mm aluminium 2.00 No. 14831.71

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. (VR)

19 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).

20 Road marking with hot applied thermoplast compound with 300.00 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.

21 Excavation for foundation up to 1.50 mt. depth including sorting 34.00 Cum 189.30

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 7.00 Cum 3105.11

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 26.00 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 Supplying and fixing reinforced concrete heavy duty non-pressure 7.50 Rmt. 6595.90

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.

25 Providing and fixing I.S.I. mark T.M.T. Bar Fe-500D 290.00 Kg. 76.21

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

placing in position complete upto floor two level.

TOTAL Rs.

i.e. Rs. Fourty Eight lacs Thirty One thousand Seven hundred Fourty Seven and Seventy Eight 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