Road work

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 0.76 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 1512.00 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 898.00 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 Scarifying and removing bitumen macadam surface including 10560.00 Sq.m. 39.63

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 420.00 Cum 1170.59

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 1320.00 Cum 1553.38

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 3060.00 Cum 1602.87

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 2104.00 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 compacted of specified quarry spaull in side 456.00 Cum 977.68

shoulder including carriage of material and spreading on

prepared base including compacting as per MOST specification

etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying bituminous grout 37.5mm thick with asphalt 1320.00 M.T. 2332.09

of grade VG-30 at the rate of 1.99% by weight 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 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.

11 Providing and laying 37.5 mm compacted thick Bituminous 1452.00 M.T. 2819.92

Macadam with B.T. aggregate as per MORT& H specification &

bitumen grade VG-30 for mixing @ 34 Kg. / M.T. i.e. 3.4% of total

weight of mix including heating & mixing the aggregate & asphalt

in continuous batching mix plant and spreading the same by

paver finisher & consolidation with vibratory roller including

providing all materials equipments, tools & plants, fire wood, oil,

kerosene, labour charges etc. complete using contractor's own

machinery drum mix plant & paver finisher etc. complete.

12 Providing & laying 20 mm thick mix seal surface using B.T. stone 810.00 M.T. 3605.70

chips as per MORT&H gradation Type - A and Specification with

bitumen grade VG-30 for mixing at the rate of 51.00 kg/M.T. of

total weight of mix (i.e. 5.10 % of total wt. of mix) and mixing

aggregate and asphalt by drum mix plant and spreading the

same by paver finisher including rolling and consolidation with

static roller and providing tools and plant fire wood, oil, kerosene,

labour charges using contractor own machineries etc. complete.

13 Providing and laying tack coat with bitumen emulsion (RS-1) at 17600.00 Sq.m. 21.11

the rate of 4.00 Kg / 10 Sq.M. on the prepare bituminous surface

etc. complete as directed with all labour and materials.

14 Providing and laying tack coat with bitumen emulsion (RS-1) at 17600.00 Sq.m. 13.44

the rate of 2.50 Kg / 10 Sq.M. on the prepare bituminous surface

etc. complete as directed with all labour and materials.

15 Providing and fixing ordinary kilometer stone of precast C.C. 3.00 No. 704.34

1:2:4 including necessary reinforcement as per IRC type design

in C.C 1:4:8 including painting, lettering etc. complete. (For ODR,

16 Providing and fixing Hectometer stone as per I.R.C. type design 12.00 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 60.00 No. 349.11

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

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 / 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

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

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

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 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 Direction sign (Junction board) :- Providing and fixing sign boards 10.00 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

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 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)

21 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

& Annexure 1700.1 (10.16).

22 Road marking with hot applied thermoplast compound with 780.00 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.

23 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Cautionary Warning Sign :- Providing and fixing sign board made 10.00 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

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).

25 Informatory Warning Sign :- Providing & fixing sign boards made 5.00 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

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).

26 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 80.00 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)

27 Excavation for foundation up to 1.50 mt. depth including sorting 151.00 Cum 189.31

out and stacking of useful material and disposing off the

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

28 Providing and laying in foundation with ordinary cement concrete 514.00 Cum 3105.12

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

29 Providing and casting in situ ordinary cement concrete M-150 mix 92.00 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.

30 Supplying and fixing reinforced concrete heavy duty non-pressure 37.50 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

31 Providing and fixing I.S.I. mark T.M.T. Bar Fe-550D 12230.00 Kg. 76.22

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

placing in position complete upto floor two level.

32 White washing with lime on wall surface (two coats) to give an 114.00 Sq.m. 12.09

even shade including thoroughly booming the surface to remove

all dirt, dust, mortar drops and other foreign matter.

33 Providing and casting in situ controlled cement concrete M-250 840.00 Cum 4318.76

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

curing and filling in joints with bitumen complete.

TOTAL Rs.

i.e. Rs. Two Crore Seventy Three lacs Thirty Four thousand Seven hundred Fourty Five and Fourty One

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