Construction of Various Minor Bridges and Slab Drain of Dediyapada and Sagbara Taluka under MMGSY (Tribal) District Narmada Packge No.01/2025-26

No. Figure Amount

1 Providing flood gauge marks on sub structure as per design including 59.00 Sq.m. 166.91

painting as per specifications and as may be directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 224.00 Each 235.99

3 Providing and laying filter media 600mm as directed at the back of 2545.00 Smt 1268.87

abutments, returns and wing walls as per detailed specifications etc.

4 Providing and filling sand behind abutment & between returns in layers as 3443.00 Cum 478.83

5 Excavation in hard murrum and boulders and very stiff or sticky clays and 2142.00 Cum 625.88

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 sorting 6992.00 Cum 733.63

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 1003.00 Cum 1715.20

dewatering preparing foundation base by proper benching and stepping

and disposing of the excavated stuff as directed. (B) Blasting prohibited

8 Providing and filling in foundation with ordinary cement concrete M-15 mix 569.00 Cum 3581.35

and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

9 Diversion of water course, providing cofferdam and bund or island as may 27.00 No. 50500.00

be necessary for foundation and maintaining the same for the for the

period as may be necessary. (B) Diversion by channel (V) Pier Nos.

10 Providing and fixing steel dowel bar of Fe- 550D grade 32mm dia. for 2122.00 Rmt. 545.10

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 R.C.C. 2906.00 Cum 4648.35

footing for pier including necessary shuttering, laying, vibrating, ramming

and curing complete.

12 Providing and filling trenches of excavation in rocky strata with NMC M-15. 2538.00 Cum 3523.70

13 Providing and placing in position reinforcement grade I.S.I. mark Fe-550D 257.89 M.T. 73858.70

for Footing & RCC raft for Return wall including curing bending hooking

and tying compete as per detailed drawing.

14 Providing and laying weep holes in abutment and returns by using A.C. 2358.00 No. 88.76

pipes of 100 mm. including laying in proper grade and jointing etc.

completed as per detailed specifications.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

15 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 1707.561 Cum 5256.49

work in piers, abutments & return wall as per drawing including centering,

shuttering, scaffolding where necessary laying vibrating curing and

finishing complete. (A) Height from 0.0 to 5.0 M.

16 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 289.850 Cum 5568.61

work in piers, abutments & return wall as per drawing including centering,

shuttering, scaffolding where necessary laying vibrating curing and

finishing complete. (B) Height from 5.0 to 10.0 M.

17 Providing and fixing in position Fe 550D steel dowel bars in pier caps or 177.00 Each 455.69

abutment caps for anchorage in fixed end as per detailed drawings

including cutting, bending and welding complete.

18 Providing and fixing in position Fe 550D steel dowel bars in pier caps or 177.00 Each 533.65

abutment caps for anchorage in free end as per detailed drawings

including cutting, bending and welding complete.

19 Providing and casting in situ controlled cement concrete M-30 mix for 671.00 Cum 5335.36

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

cement concrete M-35 bed rock or predestas of required drawings,

centering, shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

20 Providing and fixing in position High strength deformed bar reinforcement 328.47 M.T. 73858.70

of steel grade Fe-550D including cutting, bending, hooking, tying, welding

etc, complete as per detailed drawing and specification (A) Abutment cap

and dirt wall (B) Pier cap & R.C.C. pier (C) Seismic Arrester & Pedestal.

21 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 2886.00 Cum 5402.47

solid slab including centering, scaffolding, curing and finishing complete.

22 Providing and placing in position I.S.I.mark (T.M.T.) Fe-550D bar 188.62 M.T. 73243.02

reinforcement including cutting, bending, hooking and tying complete as

per detailed drawing for (A) Solid Slab

23 Providing and casting in situ controlled cement concrete M-40 for average 295.20 Cum 5488.22

100mm thick wearing coat laid as directed including tamping, vibrating,

finishing, curing and filling in joints with bitumen etc. complete.

24 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced 1130.80 Rmt. 1532.20

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,

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)

25 Providing parapet of ordinary cement concrete M-300 as per detailed 391.00 Rmt. 1314.59

drawings with necessary reinforcement including shuttering, laying

vibrating and finishing to line and level complete. (ii) Cast in situ.

26 Providing and casting in situ controlled cement concrete M-30 for Kerb/ 37.00 Cum 4415.27

kerb blocks including formwork, curing and finishing complete.

27 Providing P.V.C. 100mm dia. water spouts including necessary iron 189.00 No. 159.37

grating as per detailed drawing including placing etc. complete.

28 Providing and fixing marble slab including engraving letters, numbers and 12.00 No. 1012.65

painting etc. complete. (A) size 75 cm x 60 cm x 4 cm.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

29 Providing and casting in situ controlled cement concrete M-30 for 121.80 Cum 5187.80

approach slab including form work, curing and finishing etc. complete.

30 Providing and fixing in position steel bar reinforcement of steel grade I.S.I. 43.55 M.T. 73243.02

mark T.M.T. Fe-550D including cutting, bending, hooking, tying, welding

etc. complete as per detailed drawing and specification (A) R.C.C.

Approach slab (B) Wearing coat

31 Providing Pre-moulded asphalt filler joints as drawing (A) 12 mm 337.00 Sq.m. 703.53

32 Providing, designing supplying and Installation of extruded Bi-Axial 9924.00 Sq.m. 111.10

Polypropylene 30 kn GeoGrid including all labours & etc. complete.

33 Providing, designing supplying and Installation of extruded Bi-Axial 9845.00 Sq.m. 146.45

Polypropylene 40 kn GeoGrid including all labours & etc. complete.

34 Providing & fixing in position tar paper bearings as per detailed design and 15.00 Job 13120.00

drawings and specifications etc. complete.

35 Providing fusion bonded epoxy coating not less than 175 micron thickness 354.37 M.T. 10162.62

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

36 Providing fusion bonded epoxy coating not less than 175 micron thickness 494.66 M.T. 7296.24

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

37 Clearing and grubbing of road land including up rooting rank vegetation 0.90 Hect. 28455.09

grass bushes, shrubs, sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unserviceable materials (C) by

mechanical means in area of light jungle.

38 Earthwork in cutting in all sorts of soil and soft murrum including 117.00 Cum 112.02

conveying and putting the stuff in spoil bank maintaining minimum

distance of five meter between top edge and cutting and toe of spoil bank.

39 Earthwork in cutting including preparing the slope and camber and 105.00 Cum 266.77

stacking or utilising the cutting stuff in bank as directed upto 200 Meters

from the end of cutting with all lead and lift. (i) Hard murrum.

40 Earthwork in cutting including preparing the slope and camber and 229.00 Cum 321.49

stacking or utilising the cutting stuff in bank as directed upto 200 Meters

from the end of cutting with all lead and lift. (ii) Soft rock not requiring

41 Providing, laying and spreading Granular sub base (Grade-I) by providing 1664.00 Cum 1085.19

close graded B.T.M.C. material in single layer with motor grader on

prepared surface, mixing by mix in place method with rotovator at OMC

and compacted with vibratory roller 80 to 110 KN static weight to achieve

desire density etc. completed.

42 Providing and laying compacted WBM of Grading-II MCBT metal of size 346.00 Cum 1538.47

53 to 22.4 mm in required layers including using 24% stone screening

11.2 mm size and 8% stone dust as filler including spreading watering &

consolidation by vibratory roller etc. as per MoRTH Specification complete

as directed by Engineer-in-charge.

43 Supplying and fixing ISI reinforced concrete heavy duty non-pressure 445.00 Rmt. 4710.56

pipes with collars 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 of

following internal diameter. (iv) 900 mm dia.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

44 Providing and laying evenly priming coat with emulsion bitumen SS1 2101.00 Sq.m. 61.86

(IS:8887) at rate of 7.5 Kg / 10 Sq.M. etc. complete as directed with all

labour and material.

45 Providing & laying 20mm thick mix seal surface with using B.T. stone 101.00 M.T. 3394.09

chips as per MORT&H gradation Type - A and Specification with bitumen

grade VG-30 (60/70) for mixing at the rate of 51.00 kg/M.T. of total weight

of mix (i.e. 5.10% of total wt. of mix) and mixing aggregate and asphalt by

drum mix plant and spreading the same by paver finisher including rolling

and consolidation with static roller and providing tools and plant fire wood,

oil, kerosene, labour charges using contractor's own machineries etc.

46 Earth work for embankment including breaking clods, dressing with all 12536.00 Cum 170.51

lead and lift and including watering rolling and consolidation of subgrade

in layers at O.M.C. to required dry density including filling the depression

which occur during the process using power roller 8 T to 10 T. (C) from

borrow area within all lead and lift.

47 Providing and laying compacted of specified quarry spaull in side shoulder 280.00 Cum 894.37

including carriage of material and spreading on prepared base including

compacting as per MOST specification etc. complete.

48 Regulatory / Mandatory Sign :- Providing and fixing sign boards made out 8.00 No. 3540.12

of 2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size

cms dia. Circle as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint reflectorised with Micro Prismatic

Grade retro reflective sheeting of Type-4 as per ASTM D- 4956 and latest

M.O.S.T. Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; 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 60 cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A warranty for

years for the retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party test

lab for the

product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

49 Cautionary Warning Sign :- Providing and fixing sign boards made out of 16.00 No. 3906.19

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size 90 x

90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching, coated with one coat of

epoxy primer and two coats of best quality epoxy paint reflectorised with

Micro Prismatic grade retro reflective sheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T. Specifications; 3.6mtr long stand post of 75 x

x 6mm / 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; 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 60 cms. for each leg including

excavation, curing etc. complete under the supervision of engineer in

charge. A warranty for 7 years for the retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test report

from third party test lab for

the product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

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

1.5mm aluminium sheet / 3mm ACP (Aluminum composite panel) size

x 30 cms. rectangular as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint reflectorised with Micro Prismatic

grade retro reflective sheeting of Type-4 as per ASTM D- 4956 and latest

M.O.S.T. Specifications; 1.8mtr long stand post of 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; 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 60 cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A warranty for

years for the retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party test

lab for the

product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

51 Diversion Ahead Sign :- Providing and fixing sign boards made out of 2.00 No. 9867.07

2mm aluminium sheet / 4mm ACP (Alluminium composite panel) size

x 60cms. rectangle as per the design of IRC-67-2012 pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint; reflectorised with Micro Grade

retro reflective sheeting of Type-4 as per ASTM D-4956 and latest MOST

specification; 3.1mtr. long stand post (2-Nos.) of Iron Angle 50 x 50 x 5mm

/ 50 NB circular MS pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 5mm; 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

warranty for 7 years for the retro reflective sheeting from original

manufacturer & a certified copy of 3 years outdoor exposure test report

from third party test lab for the product offered shall be submitted

by contractor (B) Class-B Type-4 Retro Reflective sheeting.

52 Chevron Board :- Providing and fixing sign boards made out of 2mm 42.00 No. 3711.75

alluminium sheet / 4mm ACP (Alluminium composite panel) size 60 x

cm rectangular as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching, coated with one coat of epoxy primer

and two coats of best quality epoxy paint, reflectorised with high intensity

prismatic grade retro reflective sheeting of Type-4 as per ASTM D

and latest M.O.S.T. Specifications; 3.3mt. long stand post of iron angle

x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm 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

x 45 x 60cms for each leg including excavation curing etc. complete under

the supervision of engineer in charge. A warranty for 7 years for the retro

reflective sheeting from original manufacture & a certified copy of 3 year

outdoor exposure test result fro third party

test lab for the product offered shall be submitted by contractor

(A) Class-B Type 4 Retro reflective sheeting

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

53 Around the Island / Road Direction Sign (Big) :- Providing and fixing sign 2.00 No. 9585.24

boards made out of 2mm aluminium sheet / 4mmACP (Aluminum

composite panel) size 180 x 60 cms. as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint, reflectorised with

High Intensity Prismatic Grade retro reflective sheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T. Specifications; 3.3 mtr. long stand post

of iron angle 75 x 75 x 6mm / 65NB Circular MS pipe as required and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm; 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 incharge.

The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60 cms. for

each leg including excavation, curingetc.complete under the supervision

of engineer in charge. A warranty for 7 years for the retro reflective

sheeting from original manufacturer & a certified copy of 3 years outdoor

exposure test report

from third party test lab for the product offered shall be submitted

by contractor. (B) Class-B Type-4 retro reflective sheeting

54 Men at work (Heavy) sign :- Providing and fixing sign boards made out of 2.00 No. 9148.16

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size

120cm x 90cm as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint, reflectorised with High Intensity

Prismatic Grade retro reflective sheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T. Specifications; 3.6 mtr long stand post (2 nos.) of iron

angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 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 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 warranty for

7 years for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by contractor.

(B) Class-B Type-4 retro reflective sheeting

55 Danger Plate sign :- Providing & fixing sign board made out of 2.0 mm 2.00 No. 590.98

aluminium sheet / 4 mm ACP (aluminum Composite Panel) size 30cms

diameter circle, pretreated with phospheting process and acid etching,

painted 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. A warranty for 7 years for the retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be submitted by

contractor. (A) Class-B Type-4 Retro Reflective sheeting

56 Regulatory / Mandatory signs : Providing and fixing sign boards made out 48.00 No. 3439.81

of 2mm aluminium sheet size 60cms. diameter circle 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; 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. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

57 Cautionary Warning Sign :- Providing and fixing sign boards made out of 54.00 No. 3808.66

2mm aluminium sheet size 90 x 90 x 90 cms. equilateral triangle as per

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; 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

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

supervision of engineer in charge. (A) Engineer Grade (VR)

58 Hazard Marker Sign :- Providing and fixing sign board made out of 2mm 22.00 No. 2423.74

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 (VR).

59 Diversion sign board :- Providing & fixing sign boards made out of 2mm 12.00 No. 6798.92

aluminium sheet size 180 x 60 cms. rectangle as per the attached drawing

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 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

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).

60 Around the Island/road direction sign board (Big) :- Providing & fixing sign 12.00 No. 6798.92

boards made out of 2mm aluminium sheet, size 180 x 60 cms rectangle as

per the attached drawing 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. 3.1m long (2 nos) stand post and frame fabricated from iron

angle of 50 x 50 x 5mm, painted with best quality epoxy coating the fixing

at site shall be in 1:2:4 CC block of size 45 x 45x 60cms for each leg,

including excavation curing etc. complete under the supervision of

engineer in charge. (A) Engineer Grade (VR).

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

61 Men at work (Heavy) sign :- Providing and fixing sign boards made out of 12.00 No. 6141.20

2mm aluminium sheet size 120 x 90cms. rectangle as per the attached

drawing 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 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).

62 Danger Plate Sign :- Providing & fixing sign board made out of 2mm 12.00 No. 513.02

aluminium sheet size 30cms diameter circle, pretreated with phospheting

process and acid etching, painted 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 (as per attached drawing) (A)

Engineer Grade (VR).

63 Road marking with hot applied thermoplastic paints with reflectorising 373.00 Sq.m. 367.72

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.

64 Cat Eye / Road Stud / RPM : Supplying of Raised Pavement Markers 214.00 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 ASTM D 4280 Type H and

complying to Specifications of 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 20 mm, 130 mm and 130 mm and with minimum

reflective area of 13 Sqcm on each side and the slope to the 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 colour of the

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

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

65 Flexible Median Marker : Providing and fixing of Flexible Median Marker 312.00 No. 271.69

that are made of tough, high impact resistant, injection-moulded,

thermoplastic body with property of flexibility to provide high durability. The

dimension of Flexible Median Marker should not exceed 18.4 cm in height

(including shank height),12.5 cm in width, 0.65 cm in thickness and shank

depth shall be 3.4 cm. The body structure shall be rounded at all its

corners and edges. The plastic used for molding the Flexible Median

Marker should survive impact load of 5kg continuously for 750 times at

room temperature. The logo of the manufacturer shall be embossed on

either side of the body in the injection molding process. The Median

Marker shall have flame like shaped body with, fluorescent yellow color

retro-reflective sheeting of size not less than 90 cm square, with fully

reflective micro prismatic cube corners as its retro reflective elements as

per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity

values. The retro-reflective sheeting shall be one or both sides of the

Flexible Median Marker and shall be edge

protected with no exposed edges which will prevent edge lifting,

vandalism, sheeting damage, etc. The Flexible Median Marker shall be

fixed by a combination of epoxy adhesive and grouting as recommended

by manufacturer and Engineer in charge.

66 Citizen's information Board :- Providing and fixing of typical information 7.00 No. 23756.21

board as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x

mm size fixed at top and bottom duly welded with MS angles of 25 x 25 x

5 mm thick M.S. plate shall be welded by welded bt two vertical M.S. flats

& four horizontal M.S. flats 5 mm thick to 75 mm x 75 mm of 12 SWG

square tubes posts duly embedded in cement concrete M-15 grade block

of 600 mm x 600 mm x 75 mm, below ground level. Painting New letters &

figure of any shade with ready mixed synthetic enamel paint of superior

quality in required shade and colour, All sections of framed posts and

steel tube will be painted with primer and two coats of epoxy paints as per

drawings clause 1701 and Annexure 17001 (10.16)

67 Supply & fixing logo board of MMGSY and Vanbandhu Kalyan Yojana 14.00 No. 4256.14

diamond size (600mm x 600mm) 16 gauge & board plate size (900mm x

250mm) 16 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.

68 Dismentaling the existing structure including removing and stacking the 1091.00 Cum 952.51

dismentelled materials as and where directed. (A) R.C.C. work.

69 Providing and filling in foundation with ordinary cement concrete M-100 573.00 Cum 3211.27

mix and providing necessary vertical pin headers including formwork

vibrating ramming & curing complete.

70 Providing and casting in situ controlled cement concrete M-250 mix with 906.00 Cum 5070.20

Trimix C.C Road laid as directed including temping, vibrating, finishing,

curing and filling in joints with bitumen etc as per Engineer in charge.

71 Providing I.S.I. mark T.M.T. bar Fe-550D reinforcement for R.C.C. work 25097.00 Kg. 77.29

including bending, binding and placing in position complete upto floor two

72 Excavation for foundation upto 1.5 m depth including sorting out and 22.00 Cum 259.94

stacking of useful materials and disposing off the excavated stuff upto

Meter lead. (B) Dense or Hard soil

73 Excavation for foundation upto 1.5 m depth including sorting out and 3821.00 Cum 458.30

stacking of useful materials and disposing off the excavated stuff upto

Meter lead. (D) Soft Rock not requiring blasting.

74 Providing and casting in situ controlled cement concrete M-300 for R.C.C. 202.00 Cum 4649.03

raft and cutt-off walls including necessary shuttering, laying, vibrating,

ramming and curing complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

75 Providing and placing in position I.S.I. mark Fe 550D bar reinforcement for 18.18 M.T. 73858.70

following items including cutting, bending, hooking and tying complete as

per detailed drawing. For well :- curb, staining, cap and RCC raft.

76 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 33.71 M.T. 73858.70

reinforcement including cutting, bending, hooking and tying complete as

per detailed drawings for the following. (A) Piers (B) Abutments (C) R.C.C.

77 Rolling & watering of earthwork in layers with power roller including filling 518.00 Cum 23.17

in depressions which occur during the process.

78 Providing and casting in situ ordinary cement concrete M-150 mix and 3385.00 Cum 3787.50

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating and finishing concrete without v-grooves (A) 0 to 5.0 mt.

79 Providing and supplying mechnically double twisted highly galvanized with 2647.00 Cum 3451.17

(PVC) Polyvinyl Chloride coating gabions made of mesh size 10 x 12 cm

woven wire (3.00mm dia), tying with lacing wire of dia 2.2mm, as per

ASTM A975-97, size of gabion, including providing and laying stones in

the gabions and arranging them in a required manner in the section or

such other structure with arranging in required layer thickness and

arranging gabions, with the crane if required (if required as per drawings

or as directed) with all material, labour, tools, lead and lift etc. complete.

80 Providing and laying Nonwoven Geo Fabric Filter over the excavated 1804.00 Sq.m. 101.00

surface as perspecification including stiching with overlap to design profile

as per directed in tidal range etc. complete.

81 Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier 103.00 Rmt. 3496.62

(Providing and erecting a "W" metal beam crash barrier comprising of

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 mhigh, 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 811)

82 Filling around the pipes with murrum including dressing, tampering etc. 51.00 Cum 90.64

83 White washing with lime on wall surface (two coats) to give an even shade 58.00 Sq.m. 13.00

including thoroughly booming the surface to remove all dirt, dust; mortar

drops and other foreign matter.

84 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 98.00 Cum 523.29

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

85 Providing and casting in situ controlled cement concrete M-250 for R.C.C. 334.00 Cum 5098.48

return as per drawings including centering, shuttering, scaffolding where

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

0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return

86 Providing and casting in situ controlled cement concrete M-250 for R.C.C. 22.00 Cum 5177.26

works in pier cap, abutment cap and dirt wall including controlled cement

concrete M-300 Bed block or pedestal or required size below bearings as

per detailed drawings, centering, scaffolding, curing & vibrating & finishing

etc. competed.

87 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 2.86 M.T. 73858.70

reinforcement including cutting, bending, hooking and tying complete as

per detailed drawings for the following. (A) Abutment cap & Dirt wall. (B)

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

88 Providing and casting in situ controlled cement concrete M-250 for R.C.C. 146.00 Cum 5243.92

solid slab including centering, scaffolding, curing and finishing complete.

89 Providing and casting in situ controlled cement concrete M-250 for 12.00 Cum 5171.20

average 75 mm thick wearing coat laid as directed including tamping,

vibrating, finishing, curing and filling in joints with bitumen complete.

90 Providing and fixing in position I.S.I. mark Fe-500D T.M.T. bar 0.90 M.T. 73243.02

reinforcement including cutting, bending and tying complete as per

detailed drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath (C) R.C.C.

Approach slab (D) Wearing Coat.

TOTAL Rs.

i.e. Rs. Nineteen Crore, Fifty Eight Lacs, Fifty One Thousand, Four hundred Sixty Five and Fifty One 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 70% Diversion material and dismantalled materials of amount of Rs. 25,19,099.91 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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Dediyapada Rajpipla Rajpipla