MINOR BRIDGE WORK

No. figures Amount

1 Excavation for foundation in sand, gravel, clay soft soils and 739.56 Cum 486.77

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 154.70 Cum 571.09

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 36.99 Cum 3474.88

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 2.00 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 244.92 Cum 4532.96

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

laying, vibrating, ramming and curing complete.

6 Providing and laying in position I.S.I. mark Fe-500D T.M.T. bar 24.492 M.T. 73217.53

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 201.42 Cum 5105.28

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 4.11 Cum 5408.17

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 41.42 Cum 5183.46

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-500D (T.M.T.) 62.000 M.T. 73217.53

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 239.00 No. 82.57

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 226.80 Cum 5653.78

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

vibrating, curing and finishing complete (B) Solid slab.

13 Providing and placing in position I.S.I. mark Fe-550D T.M.T. bar 14.742 M.T. 72601.87

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing. (A) Solid slab.

14 Providing and casting in situ controlled cement concrete M-400 29.25 Cum 5373.29

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 78.00 Rmt. 3357.70

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 12.00 No. 159.37

necessary iron grating as per drawings.

17 Providing and casting in situ ordinary cement concrete M-150 for 10.58 Cum 3535.88

approach slab including form work, curing and finishing

18 Providing and casting in situ controlled cement concrete M-30 for 21.17 Cum 5072.97

approach slab including form work, curing and finishing

19 Providing and fixing in position steel bar reinforcement of steel 5.042 M.T. 72601.87

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 20.56 Sq.m 1180.34

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

specifications.

21 Providing and filling sand behind abutment & between returns in 194.96 Cum 445.41

layers as directed etc. complete.

22 Providing and laying pitching on slopes laid over prepared filter 26.80 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 13.40 Cum 877.69

complete as per drawing and Technical specification.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Providing and fixing 2 mm thick corrugated copper plate in metal 33.60 L 2013.96

expansion joints as per drawings. Details of expansion joint 50 x

50 x 6mm size two IS and 100 x 6mm MS plate with 6 x 20 x

25mm long hold fast @ 50 cm / cc on both sides of expansion

25 Providing and trench filling with ordinary cement concrete M-15 121.73 Cum 3474.88

mix and providing necessary vertical pin headers including form

work, vibrating, ramming and curing complete.

26 Providing fusion bonded epoxy coating not less than 175 micron 31.88 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.

27 Providing fusion bonded epoxy coating not less than 175 micron 74.39 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.

28 Providing and laying BIS and CE certified polypropylene 75.60 Sq.m 100.77

extruded biaxial geogrid TGP 2.0 having LCR and MIF value .

should be 1.46 and 1.95 respectively as reinforcement in

granular layers, indigenously manufactured from virgin high

density polypropylene having aperture size of (38 x 38)mm (+/-

5%) manufactured using punched and drawn procedure using

quality polypropylene. The grid should have stiffness at 0.5%

strain more than 600 kN/m, Tensile Strength at 2% Strain more

than 45 and Tensile Strength at 5% Strain more than 90% and

other parameters as per the detailed tender specifications. For

reinforcement application to subgrade, unbound subbase / base

courses & soil stabilization etc. complete (Specification: MORTH

Section-700) with prior approval of concerned Superintending

Engineer or Authority.

29 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 54.00 No. 339.88

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

detailed drawing including cutting, bending and welding

30 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 54.00 No. 396.28

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

detailed drawing including cutting, bending and welding

31 Clearing and grubbing road land including uprooting wild 0.02 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.

32 Box cutting the road surface to proper slope and camber for 486.00 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.

33 Providing, laying and spreading Granular sub base (Grade-I) by 350.00 Cum 966.57

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

34 Providing & laying compacted WBM Grading-II using MCBT 165.00 Cum 1394.81

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.

35 Providing and laying quarry spaull of approved quality including 24.00 Cum 718.11

spreading, watering, consolidation with vibratory roller as per

MORTH specification including loading and unloading etc.

36 Providing and laying in foundation with ordinary cement concrete 199.00 Cum 3105.11

M-100 mix and providing necessary vertical pin headers

including formwork, vibrating, ramming and curing complete.

37 Providing and casting in situ controlled cement concrete M-250 355.00 Cum 4344.01

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

curing and filling in joints with bitumen complete.

38 Providing and fixing I.S.I. mark T.M.T. Bar Fe-500D 9680.00 Kg. 76.21

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

placing in position complete upto floor two level.

39 Supplying, fixing and joining reinforced concrete heavy duty non- 40.00 Rmt. 1028.03

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.

40 Dismentaling the existing structure including removing and 847.00 Cum 886.05

stacking the dismentelled materials as and where directed. (A)

R.C.C. Work.

41 Hazard Marker Sign :- Providing and fixing sign board made out 5.00 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

42 Village name / Bump Ahead sign : Providing and fixing sign 16.00 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).

43 Providing and fixing Junction board made out of 2mm aluminium 4.00 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.

44 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 1701 & Annexure 1700.1 (10.16).

45 Road marking with hot applied thermoplast compound with 67.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

46 Type - A, "W" : Metal Beam Crash Barrier (Providing and 200.00 Rmt. 3235.03

erecting 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 5 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)

47 Cautionary Warning Sign :- Providing and fixing sign board 10.00 No. 3808.66

made 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).

48 Informatory Warning Sign :- Providing & fixing sign boards made 10.00 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).

49 Supply & fixing logo board of MMGSY diamond size (600mm x 1.00 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.

50 Providing & fixing “FLOOD GUAGE POST ” on causeway / Dip 1.00 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.

51 Excavation for foundation up to 1.50 mt. depth including sorting 201.00 Cum 117.08

out and stacking of useful material and disposing off the

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

52 Providing and casting in situ ordinary cement concrete M-150 221.00 Cum 3678.42

mix 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

53 Providing and fixing Guard stone as per I.R.C. type design 61.00 No. 349.08

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

54 Filling available excavated earth (excluding rock) in trenches, 101.00 Cum 130.40

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

depth consolidating each deposited layer by ramming and

watering etc. complete.

55 Earthwork for embankment including breaking clods, dressing 1590.00 Cum 171.384

with all lead and lift including rolling, watering and consolidation

from borrow area within all lead and lift.

56 Supplying and fixing reinforced concrete heavy duty non- 120.00 Rmt. 4685.19

pressure 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.

57 Providing, laying and rolling 25 mm thick open graded premixed 20.00 M.T. 2542.17

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.

58 Providing and laying seal coat with B.T. aggregate as specified 11.00 M.T. 2995.66

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.

59 Providing and laying evenly tack coat using rapid setting 375.00 Sq.m 19.90

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.

60 Providing and laying evenly tack coat using rapid setting 375.00 Sq.m 12.83

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.

TOTAL Rs.

i.e. Rs. Two Crore Twelve lacs Twenty Two thousand Seven hundred Nine and Seventy 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 ____________________

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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. 7,37,991.95 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,

Valiya Bharuch Bharuch