Construction of Major bridge along with missing link on Khedapa Mota Faliya Kakra Dungar Rajasthan Gujarat joining road Ch. 0/0 to 1/50 Ta. Santrampur Dist. Mahisagar

No. figures Amount

1 Providing flood gauge marks on sub structure as per design 20.00 Rmt 163.03

including painting as directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 72.00 Each 230.51

3 Providing and laying filter media 600mm as directed at the back of 557.00 Smt 1239.36

abutments, returns and wing walls as per detailed specifications

etc. complete.

4 Providing and filling sand behind abutment & between returns in 1301.00 Cum 467.69

layers as directed.

5 Excavation for foundation in hard murrum and boulders and very 2220.00 Cum 611.33

stiff or sticky clays and other similar strata including sorting and

strutting and dewatering as necessary and disposing of excavated

stuff as directed.

6 Excavation in large boulders and soft rock by welding including 1829.00 Cum 716.56

sorting strutting and dewatering as necessary and disposing off the

excavated stuff as directed.

7 Excavation in hard rock by dry wet blasting and chiselling including 128.00 Cum 1675.31

dewatering preparing foundation base by proper benching and

stepping and dispossing of the excavated stuff as directed. (B)

Blasting prohibited

8 Providing and filling in foundation with ordinary cement concrete M- 131.00 Cum 3793.65

15 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

9 Diversion of water course, providing cofferdam and bund or island 9.00 No. 50500.00

as may be necessary for foundation and maintaining the same for

the period as may be necessary (A) Diversion by cofferdam /

10 Providing and fixing steel dowel bars of Fe-550D grade 32mm dia. 576.00 Meter 545.10

for anchoring by drilling holes in foundation strata including

necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

11 Providing and casting in situ controlled mix concrete M-30 for 1101.00 Cum 4879.52

R.C.C. footing for pier including necessary shuttering, laying,

vibrating, ramming and curing complete.

12 Providing & filling trenches of excavation in rocky strata with NMC 735.00 Cum 3653.32

13 Providing and placing in position I.S.I. mark reinforcement (T.M.T.) 353.43 M.T. 73745.21

of grade Fe-550D for following items including cutting, bending,

hooking, tying etc. complete as per detailed drawings and

specifications for various structural components.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

14 Providing and laying weep holes in abutment and returns by using 557.00 Each 86.73

P.V.C. / A.C. pipes of 100 mm. including laying in proper grade

and jointing the completed as per directed specification.

15 Providing and casting in situ controlled cement concrete M-30 for 970.990 Cum 5694.46

R.C.C. work in piers, abutments & R.C.C. Return as per drawing

including centering, shuttering, scaffolding where necessary laying,

vibrating, curing and finishing complete for all heights.

16 Providing and fixing in position Fe-550D steel dowel bars (I.S.I. 48.00 Each 455.63

mark) in pier caps or abutments caps for anchorage in fixed end

as per detailed drawing including cutting, bending and welding

17 Providing and fixing in position Fe-550D steel dowel bars (I.S.I. 48.00 Each 533.60

mark) in pier caps or or abutments caps for anchorage in free end

as per detailed drawing including cutting, bending and welding

18 Providing and casting in situ controlled cement concrete M-30 mix 186.00 Cum 5566.52

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

controlled cement concrete M-35 bed blocks or pedestals of

required size below bearings as per detailed drawings including

centering, shuttering, scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

19 Providing and casting in situ controlled cement concrete M-30 for 849.00 Cum 5611.58

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

finishing complete.

20 Providing and casting in situ controlled cement concrete M-40 for 79.20 Cum 5718.24

average 100mm thick wearing coat laid as directed including

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

etc. complete.

21 Reinforced Cement Concrete Crash Barrier (Provision of an 240.00 Rmt. 1532.20

Reinforced cement concrete crash barrier at the edges of the road,

approaches to bridge structures and medians, constructed with M-

40 grade concrete with TMT 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

with necessary priming coat and 3 coat of painting complete with

Yellow & Black Patta as directed by the Engineer, all as specified)

22 Providing P.V.C. 100mm dia. water spouts including necessary 48.00 No. 159.37

iron grating as per detailed drawing including placing etc.

23 Providing and fixing marble slab including engraving letters, 2.00 No. 1012.65

numbers and painting etc. complete. (A) size 75 cm x 60 cm x

24 Providing and casting in situ controlled cement concrete M-30 for 20.30 Cum 5417.82

approach slab including form work, curing and finishing etc.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

25 Providing pre-moulded asphalt filler joints as per drawings. (A) 98.00 Sq.m. 703.53

26 Providing Designing Supplying and Installation of Extruded Bi-Axial 810.00 Sq.m. 146.45

Polypropylene 40 kn GeoGrid including all labours & etc. complete

27 Providing & fixing in position tar paper bearings as per detailed 4.00 Job 15150.00

design and drawings and specifications etc. complete.

28 Providing fusion bonded epoxy coating not less than 175 micron 140.61 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 210.91 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 Clearing and grubbing of road land including up rooting wild 1.30 Hect. 28455.09

vegetation, grass, bush shrubs, saplings and trees of girth up to

300 mm removal of stumps of such trees cut earlier and disposal

of unserviceable material (C) by mechanical means in area of light

31 Box cutting the road surface to proper slope and camber for 37749.00 Cum 109.41

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto 50 mt.

32 Rolling & watering of earthwork in layers with power roller including 18875.00 Cum 22.96

filling in depressions which occur during the process.

33 Construction of granular sub-base by providing close graded 1234.00 Cum 1155.18

material, mixing in a mechanical mix plant at OMC, carriage of

mixed material to work site, spreading in uniform layers with motor

grader on prepared surface and compacting with vibratory power

roller to achieve the desired density, complete as per clause

for Grading- I Material.

34 Water Bound Macadam (Providing, laying, spreading and 1110.00 Cum 1434.35

compacting stone aggregates of specific sizes to water bound

macadam specification including spreading in uniform thickness,

hand packing, rolling with vibratory roller 8-10 tonnes in stages to

proper grade and camber, applying and brooming requisite type of

screening/ binding materials to fill up the interstices of coarse

aggregate, watering and compacting to the required density)

Grading-I.

35 Providing and laying compacted of specified hard murrum in side 384.00 Cum 553.48

shoulder including carriage of material and spreading on prepared

base including compacting as per MORTH specification etc.

36 Providing and laying evenly priming coat using low viscosity liquid 7113.00 Sq.m. 62.31

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

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

sprayer including the cost of all labour, materials, heating,

machinery & equipment etc. complete as directed

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

37 Providing and laying evenly tack coat using rapid setting emulsion 14226.00 Sq.m. 13.13

(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.

38 Providing & laying Bituminous grout 37.50 mm thick in higher 534.00 M.T. 1975.56

capacity plant with asphalt of grade of VG-30 at the rate of 1.99%

by weight of mix using B.T. chips of required gradation including

cleaning and heating asphalt premix materials by hot mix process

in proper gradation and laying with sensor paver and consolidation

by roller of 8 to 10 tonnes including cost of all materials, asphalt,

aggregates, labour charges, royalty charges etc.completed as

39 Providing and laying bituminous macadam with higher capacity 587.00 M.T. 2643.17

plant using crushed aggregates of specified grading premixed with

bituminous binder Asphalt grade VG-30 at the rate of 3.4% by total

weight of premix, transported to site, laid over a previously

prepared surface with paver finisher to the required grade, level

and alignment and rolled as per clauses 501.6 and 501.7 to

achieve the desired compaction for Grading-II (19 mm nominal

40 Providing and laying 20mm thick mix seal surfacing using B.T. 328.00 M.T. 3371.38

chips as per required gradation and mixing asphalt grade VG-30

@ 5.10% by weight of total mix and mixing by contractor's own

drum mix plant and laying by sencer paver finisher and

consolidation with vibratory roller including necessary firewood, oil,

lubricants, labour charges etc. using contractor's own drum mix

plant and equipment, tool etc. completed in accordance with the

requirement of specification.

41 Providing and fixing ordinary kilometer stone of approved hard 2.00 No. 1293.39

stone as per IRC type design and fixing in C.C 1:4:8 including

lettering and paints etc. complete. (For O.D.R and V.R.)

42 Providing and fixing 5th Kilometer stone of approved hard stone as 2.00 No. 1935.15

per I.R.C. type design in C.C. 1:4:8 including painting and lettering

etc. complete (For N.H., S.H. and M.D.R.)

43 Providing and fixing Hectometer as per I.R.C. type design 12.00 No. 356.50

including painting, lettering etc. complete (ii) Fixing in C.C. 1:5:10.

44 Providing and fixing Guard stone as per I.R.C. type design 100.00 No. 350.80

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

45 Direction sign (Junction board) :- Providing and fixing sign boards 4.00 No. 6375.49

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)

46 Informatory Sign :- Providing & fixing sign boards made out of 20.00 No. 3856.90

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 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).

47 Regulatory / Mandatory signs : Providing and fixing sign boards 8.00 No. 3540.12

made out of 2mm aluminium sheet size 60cms. diameter circle as

per the design of IRC-67-1977 pre treated with phospheting

process & acid eteching, 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; 3.1m long

stand post and frame fabricated from suitable size iron angle of

x 35 x 3mm, 75 x 75 x 6mm as required; painted with best quality

epoxy coatings 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

60cms. for each leg including excavation curing etc. complete

under the supervision of engineer in charge. (A) Engineer Grade

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

48 Village name/ Bump Ahead sign :- Providing and fixing sign board 8.00 No. 5045.36

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 reflectorised with retro

reflective sheeting as per latest M.O.R.T.H. specifications. Letters

and numerals should be as per IRC-30-1968, 310m long (2 Nos.)

stand post and frame fabricated from suitable size iron angle of

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

cms for each leg including excavation, curing etc. complete under

the supervision of Engineer-in-charge (A) Engineer grade (VR).

49 Sign board per Square Meter :- Providing and fixing sign boards 5.00 Sq.m. 7615.38

made out of 2mm aluminium sheet size 1 meter x 1 meter as per

design given by engineer in charge 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, 3.1 m long (2 nos)

stand post and frame may be fabricated either from suitable size

iron angle of 35 x 35 x 3mm & 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

50 Hazard Marker Sign :- Providing and fixing sign board made out of 8.00 No. 3518.69

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.S.T. specification, 3.1m long 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.

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

51 STOP SIGN :- Providing and fixing sing boards made out of 2mm 2.00 No. 4676.06

aluminium sheet size 90 x 90cms. rectangle as per the design of

IRC-67-1977 pretreated 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; 3.1m long stand post and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as

required; painted with best quality epoxy coatings 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 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

52 Road marking with hot applied thermoplastic paints with 587.00 Sq.m. 367.72

reflectorising glass beads on bitumen surface providing and laying

a hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beads as per IRC:35-

2015. The finished surface to be level, uniform and free from

streaks and holes. zebra patta / bump patta lane / center line /

edge line/cut patta. The white colour marking should provide

luminance coefficient on cement road shall be min 130 mcd/m2/lux

and Asphalt road shall be min 100 mcd/m2/lux during the service

life during the day time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity and skid resistance

as mentioned in the section-15 of IRC 35-2015. Warranty for the

Retro reflectivity should be two years.

53 Cat eye/road stud/RPM : Supplying of Raised Pavement Markers 281.00 No. 217.40

made of polycarbonate and ABS moulded body and reflective

panels with Micro prismatic lens (No Glass bead lens) capable of

providing total internal reflection of the light entering the lens face

and shall support a load of 13635 kgs. tested in accordance to

ASTMD 4280 Type H and complying to specifications category A

of MORTH circular No RW/NH/ 33023/10-97-DO III Dt.

11.06.1997. The height width and length shall not exceed

20mm,130mm & 130mm and min. reflective are of 13 sqcm on

each side and slope to base shall be 35+/-5 degree. The body of

the marker should having finger grip for easy and accurate

placement and application with epoxy / bituminous Adhesive as

recommended by the manufacturer of the marker. The color of the

marker should be as per the IRC 35-2015 and as directed by

Engineer-in-charge.

54 Cautionary Warning Sign :- Providing and fixing sign board made 3.00 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

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

55 Providing and erecting a "Thrie" metal beam crash barrier 830.00 Rmt. 3347.14

comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm

above road/ground level, fixed on ISMC series channel vertical

post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with

1.15 m below ground 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

space of channel section 150 x 75 x 5 mm, 546 mm long complete

as per clause 810 including necessary excavation of post,

providing levelling course M-10 (Size 0.65 x 0.65 x 0.10 m) &

foundation concrete in M-200 (Size 0.5 x 0.5 x 0.15 + 0.3 x 0.3 x

0.70) as per requirement and instruction from engineer in charge.

56 Chevron Sign / Route Marker sign :- Providing and fixing sign 10.00 No. 3728.08

boards made out of 2 mm aluminium sheet size 60 x 45 cms.

rectangle plus 30 x 25cms additional plate as per the attached

drawing (IRC) pretreated with phospheting process & acid etching

coated with one coat of epoxy primer and two coats of best quality

epoxy paint reflectorised with retro sheeting as per latest M.O.S.T.

Specifications, 3.1 m long stand post and frame fabricated from

iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required, painted

with best quality epoxy coating in black and white bends. The

details of 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 60 cms for each leg, including excavation curing etc.

complete under the supervision of engineer in charge.(A) Engineer

Grade (VR).

57 Excavation for foundation upto 1.50 mt. depth including sorting out 895.00 Cum 257.11

and stacking of useful material and disposing off the excavated

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

58 Providing and filling in foundation with ordinary cement concrete M- 411.00 Cum 3585.85

100 mix and providing necessary vertical pin headers including

formwork vibrating ramming & curing complete.

59 Providing and casting in situ ordinary cement concrete M-150 mix 220.00 Cum 3917.21

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

‘V‘ grooves (A) Height from 0.0 to 5.0 mt.

60 Supplying and fixing reinforced concrete heavy duty non-pressure 240.00 Rmt. 6621.26

pipes with collars for culverts including setting and joining the

pipes in C.M. 1:2 watering and laying (to level of slops of I.S. 458 /

1971 Class NP4 casted by vertically vibrated technology of

following internal diameter. 1200mm dia.

61 Filling available excavated earth (excluding rock) in trenches, 292.00 Cum 136.92

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

depth consolidating each deposited layers by ramming and

62 White washing with lime on wall surface (two coats) to give an 129.00 Sq.m. 12.65

even shade including thoroughly brooming the surface to removed

all dirt, dust mortar drops and other foreign matter.

63 Providing and fixing Guard stone as per I.R.C. type design 48.00 No. 350.80

including white washing etc. complete (ii) Fixing in earth.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

64 Providing and fixing 20 cm x 15 cm x 2.50 cm thick year plate of 3.00 No. 279.69

marble stone plate fix in C.M. 1:4 including finishing, engraving

letters etc. complete.

65 Providing and laying rubble pitching of 30.0 cm. thick with filling the 1980.00 Sq.m. 632.26

sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and

cms. x 30 cms. panel wall as per the detailed drawing with

necessary excavation and providing water chutes of C.C. 1:3:6 at

24.00 mt. C/C providing pointing on rubble pitching in C.M. 1:3 etc.

Total Rs.

i.e. Rs. Seven Crore, Sixty Two Lacs, Three Thousand, Eight hundred Seventy Eight and Fifty Seven 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.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,

Santrampur Mahisagar (Lunawada) Mahisagar (Lunawada)