Construction of Minor Bridges on various roads of Jhalod, Sanjeli and Dahod Taluka under MMGSY 2025-26 (Tribal) Package No. 3 (Total 5 Roads) Dist. Dahod

No. figures Amount

1 Excavation for foundation in sand, gravel, clay soft soils and 3377.89 Cum 523.25

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.

2 Excavation for foundation in sand, gravel, clay soft soils and 147.78 Cum 613.92

murrum etc. including shoring, strutting dewatering as necessary

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

3.0 M. to 6.0 M. and lead upto 100m for 10 Cum.

3 Providing and laying in foundation with ordinary cement concrete 147.18 Cum 3577.47

M-15 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

4 Diversion of water course / providing coffer dam and bund or 5.00 No. 10100.00

island as may be necessary for foundation and maintaining the

same for the period as may be necessary (A) Diversion by

channel (V) Pier nos.

5 Providing and casting in situ controlled cement concrete M-30 for 1365.52 Cum 4724.72

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

laying, vibrating, ramming and curing complete. (Foundation, (1.

Abutment, 2. Pier).

6 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 177.518 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. returns.

7 Providing and casting in situ controlled cement concrete M-30 for 842.28 Cum 5068.30

R.C.C. works in piers, abutments and R.C.C. return as per

drawing including centering, shuttering, scaffolding wherever

necessary laying, vibrating, curing and finishing complete. (A)

Height from 0.0 mt. to 5.0 mt.

8 Providing and casting in situ controlled cement concrete M-30 for 50.13 Cum 5385.03

R.C.C. works in piers, abutments and R.C.C. return as per

drawing including centering, shuttering, scaffolding wherever

necessary laying, vibrating, curing and finishing complete. (B)

Height from 5.0 mt. to 10.0 mt.

9 Providing and casting in situ controlled cement concrete M-30 135.72 Cum 5411.73

mix for R.C.C. works in pier cap, abutment cap and dirt wall

including controlled cement concrete M-35 bed block or pedestal

of required size below bearing as per detailed drawing, centering,

shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

10 Providing and laying in position I.S.I. mark Fe-550D (T.M.T.) 143.937 M.T. 73858.69

including cutting, bending, hooking, tying, welding etc. complete

as per detailed drawing for the following. (A) Abutment cap & dirt

wall (B) Pier cap.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

11 Providing and laying weep hole in abutment and returns by using 1722.00 No. 49.25

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

the completed as per detailed specification.

12 Providing and casting in situ controlled cement concrete M-30 for 841.68 Cum 5880.92

R.C.C. work in super structure including centering, ramming,

vibrating, curing and finishing complete (B) T beam Deck slab

type of super structure (II) T beam girder, slab and cross girder.

13 Providing and placing in position I.S.I. mark Fe-550D T.M.T. bar 84.160 M.T. 74727.96

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing. (B) T beam and Deck slab type

of super structure (I) Deck slab (II) Main and cross girder.

14 Providing and casting in situ controlled cement concrete M-400 122.00 Cum 5555.71

for average 100mm thick wearing coat laid as directed including

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

bitumen complete.

15 Reinforced cement concrete crash barrier (Provision of an 288.00 Rmt. 9679.95

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).

16 Providing P.V.C. 100mm diameter water spout including 36.00 No. 159.37

necessary iron grating as per drawings.

17 Providing and casting in situ ordinary cement concrete M-150 for 40.52 Cum 3708.76

approach slab including form work, curing and finishing complete.

18 Providing and casting in situ controlled cement concrete M-30 for 81.00 Cum 5263.79

approach slab including form work, curing and finishing complete.

19 Providing and fixing in position steel bar reinforcement of steel 18.900 M.T. 73940.53

grade I.S.I. mark Fe-550D (T.M.T.) including cutting, bending,

hooking, tying, welding etc. complete as per detailed drawing and

specification. (A) R.C.C. Approach slab (B) Wearing coat.

20 Providing and laying filter media 600 mm thick as directed at 394.29 Sq.m. 1268.86

back of abutment, returns and wing walls as per detailed

specifications.

21 Providing and filling sand behind abutment & between returns in 1641.25 Cum 478.82

layers as directed etc. complete.

22 Providing and laying pitching on slopes laid over prepared filter 2935.21 Cum 1051.41

media including boulder apron laid dry in front of toe of

embankment complete as per drawing and technical

specifications.

23 Providing and laying Filter material underneath pitching in slopes 1467.59 Cum 877.69

complete as per drawing and Technical specification.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Providing pre-moulded asphalt filler joints as per drawings (A) 112.48 Sq.m. 703.53

25 Providing fusion bonded epoxy coating not less than 175 micron 117.30 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.

26 Providing fusion bonded epoxy coating not less than 175 micron 273.70 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.

27 Clearing and grubbing road land including uprooting wild 0.01 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.

28 Box cutting the road surface to proper slope and camber for 2102.10 Cum 112.02

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.

29 Providing, laying and spreading Granular sub base (Grade-I) by 1120.00 Cum 921.60

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.

30 Providing & laying compacted WBM Grading-II using MCBT 1757.00 Cum 1278.66

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.

31 Earthwork for embankment including breaking clods, dressing 6697.00 Cum 195.77

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

and consolidation from borrow pits within land width with all lead

32 Providing and laying quarry spaull of approved quality including 157.00 Cum 653.95

spreading, watering, consolidation with vibratory roller as per

MORTH specification including loading and unloading etc.

33 Providing and laying in foundation with ordinary cement concrete 706.00 Cum 3207.71

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

34 Providing and casting in situ controlled cement concrete M-250 1189.00 Cum 4514.95

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

curing and filling in joints with bitumen complete.

35 Providing and fixing I.S.I. mark T.M.T. Bar Fe-500D 22666.00 Kg. 77.29

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

placing in position complete upto floor two level.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

36 Supplying, fixing and joining reinforced concrete heavy duty non- 380.00 Rmt. 1053.39

pressure pipes carrying Indian Railway standard with collars for

culverts carrying heavy traffic as per Indian Railway standard

specification including setting and joining the pipes in C.M. 1:2

watering and laying (to level or slopes) of I.S. class NP4 of

300mm internal diameter.

37 Hazard Marker Sign :- Providing and fixing sign board made out 19.00 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).

38 Village name / Bump Ahead sign : Providing and fixing sign 26.00 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).

39 Providing and fixing Junction board made out of 2mm aluminium 14.00 No. 6527.29

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)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

40 Citizen's Information Board : Providing and fixing of typical 5.00 No. 23672.38

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).

41 Road marking with hot applied thermoplast compound with 716.00 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.

42 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 400.00 Rmt. 3235.03

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)

43 Cautionary Warning Sign :- Providing and fixing sign board made 26.00 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

44 Informatory Warning Sign :- Providing & fixing sign boards made 11.00 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).

45 Supply & fixing logo board of MMGSY diamond size (600mm x 4.00 No. 4008.69

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.

46 Providing & fixing “FLOOD GUAGE POST ” on causeway / Dip 9.00 No. 1955.36

having (channel size 100 x 50 mm) i.e. C.C. 1:2:4 in headwall i.e.

painting & lettering with ordinary paint colour as per instruction of

engineer in charge.

47 Excavation for foundation up to 1.50 mt. depth including sorting 873.00 Cum 125.86

out and stacking of useful material and disposing off the

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

48 Providing and casting in situ ordinary cement concrete M-150 mix 992.00 Cum 3779.34

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.

49 Providing and fixing Guard stone as per I.R.C. type design 261.00 No. 350.80

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

50 Filling available excavated earth (excluding rock) in trenches, 437.00 Cum 137.47

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

depth consolidating each deposited layer by ramming and

watering etc. complete.

51 Providing and casting in situ ordinary cement concrete M-150 for 70.00 Cum 3651.84

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

laying, vibrating, ramming and curing complete.

52 Providing and casting in situ controlled cement concrete M-200 31.00 Cum 4460.61

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

laying, vibrating, ramming and curing complete.

53 Providing and casting in situ controlled cement concrete M-250 53.00 Cum 4566.34

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

laying, vibrating, ramming and curing complete.

54 Providing and casting in situ controlled cement concrete M-250 325.00 Cum 4566.34

mix & providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing etc. complete

without V-Grooves for height 0.0 to 5.0 mt.

55 PCC M-15 grade levelling course below approach slab complete 5.00 Cum 4460.61

as per drawing and technical specification.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

56 Reinforced cement concrete M-30 for approach slab including 20.00 Cum 5332.50

reinforcement and form work as per drawing and technical

specification.

57 Providing and casting in situ controlled cement concrete M-250 70.00 Cum 4566.34

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

finishing complete.

58 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 40.000 M.T. 73858.70

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing for the following.

59 Provision of an Reinforced cement concrete crash barrier at the 37.00 Rmt. 3439.83

edges of the bridge, approaches to bridge structures, constructed

with M-400 grade concrete with Fe-550D reinforcement

conforming to IS 1786 with asphalt filler joint at every 10 meter

and painting on concrete surface 15cm yellow and black alternate

as per detailed drawing and Engineer in charge.

60 Flexible apron : Construction of flexible apron 1 m thick 70.00 Cum 1134.23

comprising of loose stone boulders.

61 Providing and laying flooring complete as per drawing and 13.000 Cum 3651.84

Technical specification laid over cement concrete bedding. (Rigid

62 Back filling behind abutment, wing wall and return wall complete 909.00 Cum 859.82

as per drawing and Technical specification.

63 Supplying and fixing reinforced concrete heavy duty non-pressure 265.00 Rmt. 4684.38

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-3 of 900mm internal diameter.

64 Providing, laying and rolling 25 mm thick open graded premixed 58.00 M.T. 2700.15

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.

65 Providing and laying seal coat with B.T. aggregate as specified 34.00 M.T. 3173.39

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.

66 Providing and laying evenly tack coat using rapid setting 1089.00 Sq.m. 14.07

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

67 Providing and laying tack coat with bitumen emulsion (RS-1) at 1089.00 Sq.m. 19.97

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

etc. complete as directed with all labour and materials.

TOTAL Rs.

i.e. Rs. Nine Crore Twenty Five lacs Fourty Five thousand Two hundred Fifty Eight and Seventy 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.

5. Credit for reused and dismantalled materials of amount of Rs. 14,54,750.70 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,

Jhalod Dahod Dahod