Bridges

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 0.08 Hect. 28455.10

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 Providing, laying and spreading Granular sub base (Grade-I) by 390.00 Cum 1197.86

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.

3 Providing & laying compacted WBM Grading-II using MCBT metal 350.00 Cum 1725.79

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.

4 Earthwork for embankment including breaking clods, dressing 5196.00 Cum 186.67

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

consolidation from borrow pits within land width.

5 Providing and laying quarry spaull of approved quality including 48.00 Cum 982.23

spreading, watering, consolidation with vibratory roller as per

MORTH specification including loading and unloading etc.

6 Providing and laying bituminous grout 37.5mm thick compacted 166.00 M.T. 2324.01

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

7 Providing, laying and rolling 25 mm thick open graded premixed 132.00 M.T. 2724.48

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.

8 Providing and laying seal coat with B.T. aggregate as specified 70.00 M.T. 3154.74

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.

9 Providing and laying evenly tack coat using rapid setting emulsion 2350.00 Sq.m 19.69

(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. complete.

10 Providing and laying evenly tack coat using rapid setting emulsion 2350.00 Sq.m 12.81

(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. complete.

11 Hazard Marker Sign :- Providing and fixing sign board made out of 9.00 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

12 Village name / Bump Ahead sign : Providing and fixing sign 4.00 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

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).

13 Direction sign (Junction board) :- Providing and fixing sign boards 4.00 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)

14 Citizen's Information Board : Providing and fixing of typical 2.00 No. 23711.27

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).

15 Road marking with hot applied thermoplast compound with 134.67 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

16 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.

17 Cautionary Warning Sign :- Providing and fixing sign board made 8.00 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).

18 Informatory Warning Sign :- Providing & fixing sign boards made 7.00 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).

19 Excavation for foundation up to 1.50 mt. depth including sorting 328.00 Cum 194.05

out and stacking of useful material and disposing off the

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

20 Providing and laying in foundation with ordinary cement concrete 33.00 Cum 3306.84

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

21 Providing and casting in situ ordinary cement concrete M-150 mix 117.00 Cum 3885.47

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.

22 Providing and fixing I.S.I. mark T.M.T. Bar Fe-500D reinforcement 792.00 Kg. 77.29

for R.C.C. work including binding, bending and placing in position

complete upto floor two level.

23 Providing rubble block pitching of 22.5 cm thick including 360.00 Sq.m 757.50

preparing the surface including providing panel wall of UCR .

masonary 3.0 m c/c internal horizontally and vertically size 0.30 x

0.35 mt. including pointing on top in C.M. 1:5 etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Providing and laying filter media 600 mm thick as directed at back 239.90 Sq.m 1209.85

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

25 Providing and filling sand behind abutment & between returns in 72.58 Cum 456.55

layers as directed etc. complete.

26 Providing flood gauge marks on sub structure as per design 1.20 Rmt. 159.14

including painting complete.

27 Providing masonary steps with cement pointing on approaches as 31.43 Steps 225.01

28 Providing fusion bonded epoxy coating not less than 175 micron 19.45 M.T. 10162.62

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993/ATM-775M including testing of coating at plant and

all taxes (A) 10mm to 16mm dia. bar.

29 Providing fusion bonded epoxy coating not less than 175 micron 45.37 M.T. 7296.24

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993/ATM-775M including testing of coating at plant and

all taxes (B) 20mm to 32mm dia. bar.

30 Demolition including stacking of serviceable materials and 608.19 Cum 1056.58

disposal of unserviceable material with all lead and lift (1) RCC

31 Excavation for foundation in sand, gravel, clay soft soils and 725.03 Cum 498.94

murrum etc. including shoring, strutting dewatering as necessary

and disposing of the excavated stuff as directed. (A) Depth upto

3.0 M. and lead upto 100m for 10 Cum.

32 Providing and casting in situ ordinary cement concrete M-150 for 116.42 Cum 3637.10

R.C.C. raft and cut-off walls including necessary shuttering,

laying, vibrating, ramming and curing complete.

33 Providing and casting in situ controlled cement concrete M-300 for 272.92 Cum 5312.86

R.C.C. raft and cut-off walls including necessary shuttering,

laying, vibrating, ramming and curing complete upto 5 mt.

34 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 31.360 M.T. 73656.44

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing for foundations.

35 Providing and laying rubble for apron (each stone weighting not 36.360 Cum 1067.08

less than 40 Kg.) including and packing and filing in the interstices

with quarry spalls.

36 Providing and casting in situ controlled cement concrete M-300 for 117.78 Cum 5628.58

R.C.C. return as per drawings including centering, shuttering,

scaffolding wherever necessary laying, vibrating, curing and

finishing complete. (A) Height from 5.0 mt. to 10.0 mt. (1) Piers &

Caps (2) Abutment & caps (3) R.C.C. returns.

37 Providing and laying in position I.S.I. mark Fe-550D (T.M.T.) bar 17.841 M.T. 73858.69

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing for the following (A) Piers (B)

Abutment & (C) R.C.C. return.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

38 Providing and laying weep hole in abutment and returns by using 139.00 No. 84.63

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

the completed as per detailed specification.

39 Providing and casting in situ or precast controlled cement 151.20 Cum 7653.31

concrete M-350 for prestressed concrete work in super structure

including centering, shuttering, curing, scaffolding, ramming,

vibrating, finishing and launching or shifting complete (i) Solid

40 Providing and placing in position I.S.I. mark Fe-550D T.M.T. bar 22.859 M.T. 74323.71

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing. (B) T-Beam and deck slab type

of super structure (i) Solid slab.

41 Providing C.I. 100mm diameter water spout including necessary 12.00 No. 912.40

iron grating as per drawings.

42 Providing and casting in situ controlled cement concrete M-40 for 24.86 Cum 5547.04

average 100mm thick wearing coat laid as directed including

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

bitumen complete.

43 Reinforced cement concrete crash barrier (Provision of an 67.20 Rmt. 9542.14

Reinforced cement concrete crash barrier at the edges of the

road, approaches to bridge structures and medians, constructed

with M-400 grade concrete with TMT Corrosive Reinforcement

Steel (CRS) conforming to IRC:21 and dowel bars 25 mm dia.,

450 mm long at expansion joints filled with pre-moulded asphalt

filler board, keyed to the structure on which it is built and installed

as per design given in the enclosure to MOST circular No.

RW/NH - 33022/1/ 94-DO III dated 24 June 1994 as per

dimensions in the approved drawing and at locations directed by

the Engineer, all as specified).

44 Providing and casting in situ controlled cement concrete M-150 for 9.99 Cum 4567.30

approach slab including form work, curing and finishing complete.

45 Providing and casting in situ controlled cement concrete M-200 for 19.98 Cum 4982.29

approach slab including form work, curing and finishing complete.

46 Providing pre-moulded asphalt filler joints as per drawings (A) 12.60 Sq.m 703.53

47 Filling around pipes with murrum including dressing, tampering 162.49 Cum 86.43

etc. complete (Soil cone pitching)

48 Providing panel wall for dry stone pitching in uncoursed rubble 50.40 Cum 2587.64

masonary with hard stone of approved quality in cement mortar

1:3 including curing etc. complete.

49 Providing and laying Filter material underneath pitching in slopes 168.09 Cum 1209.85

complete as per drawing and Technical specification.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

50 Providing and laying evenly priming coat using low viscosity liquid 150.00 Sq.m 19.80

bituminous emulsion SS1 of IS-8887 materials at the rate of 7.5 .

Kg./10 Sq.m. on WBM / Road surface using emulsion pressure

sprayer including the cost of all labour and materials & equipment

etc. complete as directed.

51 Supplying and fixing reinforced concrete heavy duty non-pressure 20.00 Rmt. 4710.56

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.

52 Providing and laying in foundation with ordinary cement concrete 418.00 Cum 4254.93

M-200 & providing necessary vertical pin headers including

shuttering, scaffolding, laying, vibrating, curing and finishing

complete without V-Grooves for height 0.0 to 5.0 mt.

53 Providing and casting in situ controlled cement concrete M-250 for 15.00 Cum 5234.82

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.

54 Providing and casting in situ controlled cement concrete M-250 for 53.00 Cum 5297.35

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

finishing complete.

55 Providing and casting in situ controlled cement concrete M-250 for 6.00 Cum 5229.87

average 75mm thick wearing coat laid as directed including

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

bitumen complete.

56 Providing and casting in situ controlled cement concrete M-250 for 8.00 Cum 5297.35

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

finishing complete.

57 Providing P.V.C. 100mm diameter water spout including 4.00 No. 159.37

necessary grating as per drawing 0.50 per length.

58 Filling available excavated earth (excluding rock) in trenches, 333.00 Cum 133.66

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

depth consolidating each deposited layer by ramming and

watering etc. complete.

59 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 8.00 No. 341.29

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

detailed drawing including cutting, bending and welding complete.

60 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 8.00 No. 399.70

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

detailed drawing including cutting, bending and welding complete.

61 Removal of NP2 - 900mm dia. pipe including stacking serviceable 7.50 Rmt. 60.60

material on site of work as directed.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

62 Supplying and fixing reinforced concrete heavy duty non-pressure 20.00 Rmt. 6621.26

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.

TOTAL Rs.

i.e. Rs. One Crore Ninety lacs Seventy Three thousand Three hundred Twenty Seven and Eighty Five 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.

5. Credit for dismantalled materials of amount of Rs. 7,79,394.23 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,

Vadodara Vadodara Vadodara