Road work

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 0.584 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 690.00 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.

3 Providing, laying and spreading Granular sub base (Grade-I) by 2459.00 Cum 1205.94

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 and laying compacted WBM of Grading-I MCBT metal 1774.00 Cum 1595.80

of size 63 mm to 45 mm in required layers including using 16%

stone screening 13.2 mm size and 8% stone dust as filler

including spreading watering & consolidation by vibratory roller

etc. as per MoRTH specification compelete as directed by

Engineer in charge.

5 Providing & laying compacted WBM Grading-II using MCBT 1673.00 Cum 1644.28

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 6814.00 Cum 182.82

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

and consolidation from borrow pits within land width.

7 Providing and laying compacted of specified quarry spaull in side 350.00 Cum 1010.00

shoulder including carriage of material and spreading on

prepared base including compacting as per MOST specification

etc. complete.

8 Providing and laying bituminous grout 37.5mm thick with asphalt 822.00 M.T. 2598.73

of grade VG-30 at the rate of 1.99% by weight of mix for mixing

@ 4.00 kg/10 sq.mt. for tack coat 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

9 Providing, laying and rolling 25 mm thick open graded premixed 591.00 M.T. 3189.58

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 power 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

including providing and laying uniformly tack coat (2.50 Kg./10

10 Providing and laying seal coat with B.T. aggregate as specified 305.00 M.T. 3354.21

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 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, V.R.)

12 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.

13 Providing and fixing Guard stone as per I.R.C. type design 120.00 No. 349.11

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

14 Hazard Marker Sign :- Providing and fixing sign board made out 8.00 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

15 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).

16 Direction sign (Junction board) :- Providing and fixing sign 2.00 No. 14831.71

boards 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.

17 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).

18 Road marking with hot applied thermoplast compound with 876.00 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

19 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

x 75 x 6 mm size including fitting and painting lettering with

luminous color as per drawing etc. complete.

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

21 Informatory Warning Sign :- Providing & fixing sign boards made 2.00 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).

22 Excavation for foundation up to 1.50 mt. depth including sorting 329.00 Cum 153.96

out and stacking of useful material and disposing off the

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

23 Providing and laying in foundation with ordinary cement concrete 114.00 Cum 3105.12

M-100 mix and providing necessary vertical pin headers

including formwork, vibrating, ramming and curing complete.

24 Providing and casting in situ ordinary cement concrete M-150 343.00 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.

25 Supplying and fixing reinforced concrete heavy duty non- 52.50 Rmt. 6596.11

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-4 of 1200mm internal diameter.

26 Providing and fixing I.S.I. mark T.M.T. Bar Fe-500D 1500.00 Kg. 76.22

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

placing in position complete upto floor two level.

27 White washing with lime on wall surface (two coats) to give an 142.00 Sq.m. 12.09

even shade including thoroughly booming the surface to remove

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

28 Filling available excavated earth (excluding rock) in trenches, 81.00 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.

29 Providing and laying filter media 600 mm thick as directed at 96.512 Sq.m. 1180.34

back of abutment, returns and wing walls as per detailed

specifications.

30 Providing and filling sand behind abutment & between returns in 384.495 Cum 445.41

layers as directed etc. complete.

31 Providing fusion bonded epoxy coating not less than 175 micron 371.713 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 for all type dia.

32 Initial load test for pile in accordance with IS 2911 including 750.00 M.T. 187.38

installation of loading platform & preparation of pile head or

construction of test cap & dismantaling of test cap after test etc.

with all labour, material, tools & plants, equipment, machinery

etc. complete as per drawing & specification as directed by the

33 Routine load test for pile in accordance with IS 2911 including 900.00 M.T. 187.38

installation of loading platform & preparation of pile head or

construction of test cap & dismantaling of test cap after test etc.

with all labour, material, tools & plants, equipment, machinery

etc. complete as per drawing & specification as directed by the

34 Providing and laying stone boulder pitching on slopes with 110.452 Cum 2524.53

cement mortar filled joints in 1:3 (1 cement : 3 coarse sand)

complete as per drawing and MORTH specifications Section

35 Providing and laying Filter material underneath pitching in slopes 55.226 Cum 877.69

complete as per drawing and Technical specification.

36 Providing flood gauge marks on sub structure as per design 12.20 Rmt 155.26

including painting as directed etc. complete.

37 Providing masonary steps with cement pointing on approaches 43.00 Steps 219.52

as directed.

38 Excavation for foundation in sand, gravel, clay soft soils and 1037.824 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.

39 Providing and casting in situ ordinary cement concrete M-150 for 84.923 Cum 3477.66

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

laying, vibrating, ramming and curing complete.

40 Diversion of water course, providing cofferdam and bund or 3.00 No. 11372.60

island as may be necessary for foundation and maintaining the

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

cofferdam (IV) Pier No.

41 Providing and laying controlled cement concrete M-350 for 1219.332 Cum 4453.57

R.C.C. bored piles of 1.20 mt. diameter including ramming,

vibrating, curing and finishing complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

42 Providing Steel liner for curbs and steining for wells including 46.61 M.T. 47323.73

fabricating and setting out as per detailed drawing as directed.

43 Providing and casting in situ controlled cement concrete M-350 667.035 Cum 4665.19

for R.C.C. pile cap including necessary form work, vibrating,

curing and finishing complete.

44 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 334.455 M.T. 76282.42

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing for the following. R.C.C. bored

piles (A) Piers (B) Abutment (C) R.C.C. return (I) Solid slab (II)

Deck slab (III) Main Girders (IV) Diaphragm or cross girder.

45 Providing and casting in situ controlled cement concrete M-300 241.960 Cum 5566.96

for R.C.C. return as per detailed drawing including centering,

shuttering, scaffolding where necessary laying, vibrating, curing

and finishing complete. (B) Height from 5.0 mt. to 10.0 mt. (1)

Piers & caps (B) Abutment & caps (3) R.C.C. return.

46 Providing and casting in situ ordinary cement concrete M-400 for 22.186 Cum 5342.24

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

controlled cement concrete M-400 bed block or pedestal or

required size below bearings as per detailed drawing including

centering, shuttering, scaffolding wherever necessary laying,

vibrating, curing and finishing complete. (For pedestal & seismic

47 Providing and laying weep hole in abutment and returns by using 214.00 No. 82.57

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

jointing the completed as per detailed specification.

48 Providing precast controlled cement concrete M-350 for 392.113 Cum 7405.89

prestressed concrete work in super structure including centering,

shuttering, curing, scaffolding, ramming, vibrating, finishing,

launching or shifting complete. (I) Solid slab (II) Deck slab (III)

Main Girders (IV) Diaphragm or cross girder.

49 Supplying, fitting and fixing in position true line and level 390000.00 Cu. 1.2423

elastomeric bearing conforming to IRC:83 (Part-II) Section IX cm

and clause 2005 of MoRTH specification complete including all

accessories as per drawing and technical specification.

50 Providing and fixing metal expansion joints as per drawings. 33.60 Rmt. 2013.95

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 joints.

51 Providing and fixing drainage spout complete as per drawing & 17.00 No. 912.40

MORTH specifications Clause

52 Providing and casting in situ controlled cement concrete M-40 74.76 Cum 5373.60

for average 100mm thick wearing coat laid as directed including

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

bitumen complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

53 Provision of an Reinforced cement concrete crash barrier at the 178.00 Rmt. 1379.66

edges of the road, approaches to bridge structures and

medians, constructed with M-20 grade concrete with HYSD

reinforcement 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.

54 Providing and casting in situ controlled cement concrete M-150 10.13 Cum 4393.25

for approach slab including formwork, curing and finishing

55 Providing and casting in situ controlled cement concrete M-300 20.25 Cum 5231.76

for approach slab including formwork, curing and finishing

56 Providing and laying tack coat with bitumen emulsion (RS-1) at 300.00 Sq.m. 21.21

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

etc. complete as directed with all labour and materials.

57 Providing and laying tack coat with bitumen emulsion (RS-1) at 300.00 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.

58 Providing and casting in situ controlled cement concrete M-30 53.20 Cum 4532.96

for R.C.C Raft and cutt-off including necessary shuttering laying,

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

Abutment, 2. Pier).

59 Providing and laying in position I.S.I. mark Fe-500D T.M.T. bar 5.32 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. return.

60 Providing and casting in situ controlled cement concrete M-30 81.90 Cum 5105.28

for R.C.C. work in piers, abutment & R.C.C. return as per

drawing including centering, shuttering, scaffolding where

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

Height from 0.0 mt. to 5.0 mt.

61 Providing fusion bonded epoxy coating not less than 175 micron 3.72 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 (70%)

TOTAL Rs.

i.e. Rs. Six Crore Sixty Five lacs Ninety Four thousand Eight hundred Seventy Nine and Thirty Eight 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 ____________________

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 reused and dismantalled materials of amount of Rs. 2,36,552.40 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,

Bharuch Bharuch Bharuch