Construction of Minor bridge and various Box Culverts on various roads under Taluka Bardoli, Mahuwa Palsana, Umarpada and Olpad in District Surat under MMGSY Program Year 2025-26 (Tribal) (Total 9 Roads) (2nd time)

No. figures Amount

1 Demarkation of road alignment including marking out road line by 0.36 Km. 45000.00

providing and fixing wooden pegs or steel rod of required size at

every 25 M to 50 M. including excavating trenches in both sides of

0.30 m. x 0.30M. including supplying of labours and all materials for

every work etc. complete.

2 Providing flood gauge marks on sub structure as per design 55.00 Rmt 167.04

including painting as directed etc. complete.

3 Providing masonary steps with cement pointing on approaches as 134.00 Steps 235.52

4 Filling available excavated earth/wethered rock in trenches,sides of 667.80 Cum 136.92

foundations etc. in layers not exceeding 20 cm in depth

consolidating each disposited layer by ramming and watering.

5 Providing and laying filter media 600mm as directed at the back of 1194.40 Smt 1311.19

abutments, returns and wing walls as per detailed specifications

etc. complete.

6 Providing and filling sand behind abutment & between returns in 1587.00 Cum 504.43

layers as directed.

7 Excavation for foundation in sand, gravel, clay soft soil & murrum 7784.26 Cum 526.15

etc. including shoring, strutting and dewatering as necessary and

disposing of the excavated stuff as directed depth upto 3.0 mt.

within all lead and lift.

8 Excavation for foundation in sand, gravel, clay soft soil & murrum 23.00 Cum 616.34

etc. including shoring, strutting and dewatering as necessary and

disposing of the excavated stuff as directed (B) Depth from 3.0 m to

9 Providing and filling in foundation with ordinary cement concrete M- 1169.30 Cum 3695.41

15 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

10 Diversion of water course, providing cofferdam and bund or island 19.00 Each 54237.53

as may be necessary for foundation and maintaining the same for

the period as may be necessary (B) Diversion by cofferdam / island.

11 Providing & casting in situ design mix concrete M-30 for R. C.C. 1394.05 Cum 4610.24

Bottom Slab, Return Wall footing, Key etc. including necessary

shuttering, laying, vibrating, ramming and curing complete.

12 Providing and casting in situ controlled cement concrete M-25 for 740.50 Cum 5166.15

P.C.C. return as per drawings including centering shuttering,

scaffolding where necessary, laying vibrating, curing and finishing

complete. (A) Height from 0 to 5 mt.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

13 Providing and casting in situ controlled cement concrete M-25 for 7.00 Cum 5488.34

P.C.C. return as per drawings including centering shuttering,

scaffolding where necessary, laying vibrating, curing and finishing

complete. (B) Height from 5 to 10 mt.

14 Providing and placing in position I.S.I. mark deformed bar 415.05 M.T. 75105.08

reinforcement (T.M.T.) of grade Fe-550D for following items

including cutting, bending, hooking, tying etc. complete as per

detailed drawings and specifications for R.C.C. footing for Pier,

Abutment and Footing Pad for Return Wall (A) Outer Wall, Inner

Wall, Side Wall, Return Wall (A) Solid slab type of superstructure

(A) R.C.C. Approach slab (C) Wearing coat & pier, Abutments,

Abutment cap, pier cap, seismic arrester, pedestal.

15 Providing and casting in situ controlled cement concrete of M-30 35.90 Cum 5509.55

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

including controlled cement concrete of required drawings

centering, shuttering, scaffolding wherever necessary laying

vibrating curing and finishing complete.

16 Providing and fixing in position Tar paper as bearing as per detailed 37.00 Sq.m. 656.50

17 Providing & laying weep hole in abutments and returns by using 1043.00 Each 89.21

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

jointing the completed as per detailed specification.

18 Providing and casting in situ controlled cement concrete M-30 for 926.040 Cum 5217.46

R.C.C. work in outer wall, inner wall, return wall as per drawing

including centering, shuttering, scaffolding where necessary laying,

vibrating, curing and finishing complete. (A) Height from 0.0 mt. to

19 Providing and casting in situ controlled cement concrete M-30 for 10.671 Cum 5540.05

R.C.C. work in outer wall, inner wall, return wall as per drawing

including centering, shuttering, scaffolding where necessary laying,

vibrating, curing and finishing complete. (B) Height from 5.0 mt. to

20 Providing and casting in situ controlled cement concrete M-30 for 724.75 Cum 5347.82

R.C.C. work in Top Slab including centering, ramming, vibrating,

curing and finishing complete.

21 Providing and casting in situ controlled cement concrete M-30 for 319.20 Cum 5559.53

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

finishing complete.

22 Providing and casting in situ controlled cement concrete M-40 for 282.75 Cum 5660.79

average 100mm thick wearing coat laid as directed including

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

etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

23 Provision of an Reinforced cement concrete crash barrier at the 516.50 Rmt. 3043.93

edges of the road, approaches to bridge structures and medians,

constructed with M-40 grade concrete with FE-550D 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 as per

drawing attached. (i) cast in situ

24 Providing P.V.C. 100mm dia. water spouts including necessary iron 60.00 No. 159.37

grating as per detailed drawing including placing etc. complete.

25 Providing G.I. 100 mm. diameter water spouts including necessary 32.00 No. 536.03

iron gratings as per drawings.

26 Providing and fixing marble slab including engraving and painting 16.00 No. 1012.65

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

27 Providing and casting in situ controlled cement concrete M-30 for 187.76 Cum 5181.60

approach slab including form work, curing and finishing etc.

28 Providing and laying rubble for apron (each stone weight not less 354.98 Cum 1083.82

than 40 kg.) including packing and filling in the interstices with

quarry spalls.

29 Providing Designing Supplying and Installation of extruded Bi-Axial 2923.20 Sq.m. 141.40

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

30 Providing and fixing in position 20 mm thick premoulded joint filler 29.00 Rmt. 453.49

in expansion joint for fixed ends of simply supported spans not

exceeding 10 m to cater for a horizontal movement upto 20 mm,

covered with sealant complete as per drawing and technical

specifications.

31 Providing and laying Pitching on slopes laid over prepared filter 340.83 Cum 1051.41

media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical specifications

32 Providing and laying Filter material underneath pitching in slopes 46.42 Cum 877.69

complete as per drawing and Technical specification.

33 Dismentaling the existing structure including removing and stacking 14.00 Cum 577.92

the dismentelled materials as and where directed. (ii) In Cement

34 Dismentaling the existing structure including removing and stacking 882.20 Cum 955.41

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

35 Providing and applying one coat Epoxy Phenolic primer of DFT 50 2384.71 Sq.m. 177.76

micron and two coats of Epoxy Phenolic coating of DFT

microns each or any other equivalent epoxy coating system to all

concrete surfaces exposed to atmosphere in substructure including

cost of material, labour, transportation, scaffolding and preparing

the surfaces by cleaning, washing, brushing, sand / grit blasting etc.

complete and as directed by Engineer and as per specification.

(Paint shall be got approved from Engineer and tested from

approved laboratory).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

36 Providing fusion bonded Epoxy coating not less than 175 micron 146.06 M.T. 10162.62

thickness and up to 300 micron to reinforcement bars as per

IS13620-1993/ASTM-775 M including testing of coating at plant

and all taxes (A) 10mm to 16mm dia bar.

37 Providing fusion bonded Epoxy coating not less than 175 micron 210.04 M.T. 7296.24

thickness and up to 300 micron to reinforcement bars as per

IS13620-1993/ASTM-775 M including testing of coating at plant

and all taxes (B) 20mm to 32 mm dia bar

38 Providing and laying of extruded Bioaxial Polypropylene Geogrid 30 63.00 Sq.m. 249.07

KN as per clause no. 3102.8 and approval design and specification

with accessories like tie strips, nuts & bolts and loops/lugs for

joining reinforcing elements with the facia, panels and overlaps and

other protective elements as per detailed specification.

39 Providing and fixing in position T.M.T. steel dowel bars in pier caps 18.00 Each 904.17

or abutment caps for anchorage in fixed end as per detailed

drawings including cutting, bending and welding complete.

40 Providing and fixing in position T.M.T. steel dowel bars in pier caps 18.00 Each 1608.60

or abutments caps for anchorage in free end as per detailed

drawing including cutting, bending and welding complete.

41 Earth work for embankment including breaking clods, dressing with 14483.50 Cum 211.65

all lead and lift including watering, rolling and consolidation of sub

grade in layer and consolidation of sub grade in layers at O.M.C. to

required dry density including filling the depressions which occur

during the process using vibratory roller 8 t to 10 t (C) from borrow

area within all lead and lift.

42 Clearing and grubbing of road land including uprooting trunk 5.98 Hect. 28455.10

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

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

unserviceable materials and stacking of serviceable materials to be

used or auctioned upto a lead of 1000 meters including removal

and disposal of top organic soil not exceeding 150mm thickness

(C) by mechanical means in area of light jungle.

properties as C=0Kg/Sq. ∅=30° for embankment including breaking

clods dressing with all lead and lift and including watering, rolling

and consolidation of subgrade in layers at O.M.C. to required dry

density including filling the depressing which occur during the

process using vibratory roller 8 T to 10 T. (E) From Borrow area

with all lead & lift.

44 Supplying stacking & spreading Hard Murrum 100 mm below sub 735.00 Cum 562.59

base and 100 mm for side shoulder of work as per specification

and borrow material with min. CBR of 18% laid and compacted

over. Compacted of native soil of min. CBR of 1.8% (including

speeding, watering and consolidation) with vibratory roller

exceeding 80KN and not exceeding 120 KN etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

45 Construction of 150 mm thick compacted coarsed granular 338.51 Cum 1317.11

subbase (Grade-I crushed B.T materials of 53 mm to 26.5 mm @

35%, 26.5 mm to 4.75 mm @ 45%, below 2.36 mm @ 20%) by

providing close graded material, mixing in a mechanical mix plant

at OMC, carriage of a mix material to work site, spreading uniform

layers with motor grader on prepared surface and compacting with

vibratory power roller to achieve desire density, complete clause as

46 Construction of 200 mm thick compacted coarsed granular 289.80 Cum 1240.24

subbase (Grade-I crushed B.T materials of 53 mm to 26.5 mm @

35 %,26.5 mm to 4.75 mm @ 45%, Below 2.36 mm @ 20%) by

providing close graded material, mixing in a mechanical mix plant

at OMC,carriage of a mix material to work site, spreading uniform

layers with motor grader on prepared surface and compacting with

vibratory power roller to achieve desire density, complete clause as

47 Construction of 200 mm thick compacted coarsed granular 151.00 Cum 1207.57

subbase by providing coarse graded machine crushed B.T.

material satisfying MOST specification (Grade-V crushed B.T.

stone aggregate 26.5 mm to 9.5 mm @ 50%, 9.5 mm to 2.36 mm

@ 20% and 2.36 mm below @ 30%) including spreading in uniform

layer with motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC and compacting with vibratory roller

to achieve the desired density etc. complete.

48 Construction of granular sub-base (GSB-V) 150 mm thick layer by 1309.00 Cum 1229.16

providing machine crushed B.T. material satisfying MORT&H

specification (Fifth revision) of Grading V including spreading in

uniform layer with motor grader on prepared surface, mixing by mix

in place method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc. complete.

49 Providing and laying 250 mm thick Wet mix macadam (W.M.M.) 453.22 Cum 1464.25

using machine crushed black trap aggregate of 40 to 50 mm size in

the material as per MORT&H specification including premixing the

material with water at OMC in mechanical mix plant, carriage of

mixed material by tippers to site, laying in uniform layers with paver

in sub base / base course on well prepared surface and compacting

with vibratory roller to achieve the desired density.

50 Providing & laying spreading and compacting stone aggregate 53 1840.00 Cum 1301.18

mm to 22.4 mm size to W.B.M. 75 mm thick in three layers

including spreading in uniform thickness, hand packing, rolling with

vibratory roller 8 to 10 tonnes to proper grade and camber, applying

and brooming requisite type of screening/ binding/ filler materials to

fill up the interstices of coarse aggregate, watering and compacting

to the required density. Grading II using screening type A (13.2 mm

stone aggregate)

51 Providing and laying priming coat with emulsion SS-1 grade and 11070.90 Sq.m. 61.10

spraying emulsion with spray set fitted on mechanical bouzer using

emulsion at the rate of 7.50 kg/10 smt on WMM surface including

cleaning the surface etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

52 Providing and laying bituminous base course 37.5 mm thick 617.80 M.T. 2132.40

compacted with tack coat of emulsion grade RS1 at the rate of

Kg./10 Sqmt. and using B.T. stone aggregates of required

gradation and asphalt (VG-30) grade for mixing @ 1.99 % by

weight of total mix including heating the aggregate and asphalt by

drum mix plant and spreading the same by paver finisher and

consolidation with vibratory roller including providing all materials,

equipments, tools and plants, oil, kerosene, fire wood, labour

charges etc. complete.

53 Providing and laying 50 mm thick compacted B.M. in single layer 1022.30 M.T. 2738.24

with B.T. aggregate as per MORT&H specification using emulsion

grade RS1 for tack coat at 2.5 Kg./10 Sq.mt. with mechanical

sprayer and bitumen grade VG-30 for mixing at the rate

Kg/M.T. i.e. 3.40% of total mix including heating the aggregate and

asphalt by drum mix plant and spreading the same by paver

finisher and consolidation with vibratory roller including providing all

materials, equipments, tools and plants, oil, kerosene, fire wood,

labour charges etc. complete

54 Providing and laying 25 mm thick compacted Semi Dense 335.00 M.T. 3223.28

Bituminuous Concrete using stone chips as per MORT&H gradation

& 60/70 (VG-30) grade asphalt for mixing @ 5.0% by weight of total

mix for binder including heating the aggregate and asphalt by drum

mix plant and spreading the same by paver finisher and

consolidation with vibratory roller including providing all materials,

equipments, tools and plants, oil, kerosene, fire wood, labour

charges etc. complete

55 Close Graded Premix Surfacing / Mixed Seal Surfacing 2132.80 Sq.m. 167.21

(Mechanical means using HMP of appropriate capacity not less

than 75 tonnes/hour. Providing, laying and rolling of close-graded

premix surfacing material of 20 mm thickness composed of

mm to 0.09 mm (Type-A) aggregates using penetration grade

bitumen to the required line, grade and level to serve as wearing

course on a previously prepared base including mixing in a suitable

plant, laying and rolling with a smooth wheeled roller 8-10 tonne

capacity and finishing to required level and grade)

56 Providing and laying premix seal coat with B.T. aggregate as 38.50 M.T. 3595.63

specified using aggregate at the rate of 0.24 cum/10 sqm. and

bitumen (VG-30) for mixing with aggregate at the rate of 4.50% i.e.

45.00 Kg / M.ton of total mixing including heating and mixing in

drum mix plant and transporting spreading the same by paver

finisher and consolidation with vibratory roller including necessary

firewood, oil, lubricants, labour charges, using contractor's own

drum mix plant, machineries and equipment, tools etc. complete in

accordance with the requirement of specification.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

57 Road marking with hot applied thermoplastic paints with 370.00 Sq.m. 367.73

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.

58 Cat Eye/ Road Stud/ RPM : Supplying Raised Pavement Markers 263.00 No. 217.41

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 D4280 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 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-charge.

59 Direction sign (Junction board) :- Providing and fixing sing boards 12.00 No. 14831.71

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 ironangle 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 (VR)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

60 Cautionary Warning Sign :- Providing and fixing sign boards made 12.00 No. 3808.66

out of 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

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)

61 Cautionary Warning Sign :- Providing and fixing sign boards made 16.00 No. 3906.19

out of 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 High Intensity 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 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 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

62 Informatory Signs :- Providing and fixing sign boards made out of 12.00 No. 3856.90

2mm aluminium sheet size 80 x 60cms. 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; 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 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

63 Hazard Marker Sign :- Providing and fixing sign boards made out of 12.00 No. 2423.74

2mm aluminium sheet size 90 x 30cms. rectangle as as per the

design/drawing attached (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 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 & 50 x 50 x 5mm painted with best quality epoxy coatings.

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

64 Hazard Marker Sign :- Providing and fixing sign boards made out of 18.00 No. 3518.69

2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite panel)

size 90 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 High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T. specifications; 1.8mtr 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 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

65 Regulatory / Mandatory signs : Providing and fixing sign boards 14.00 No. 3540.13

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite panel) size 60 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 High Intensity 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 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 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. Rate in Total

Description of Item Qty. Unit

No. figures Amount

66 Chevron sign :- Providing and fixing sign boards made out of 31.00 No. 3711.75

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

size 60 x 50cm 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-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 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. (A) Class-B Type-4 Retro Reflective sheeting

67 Providing and fixing Hectometer as per I.R.C. type design including 15.00 No. 356.50

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

68 Providing and fixing Guard stone as per I.R.C. type design 202.00 No. 334.13

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

69 Citizens information Board : Providing and fixing of typical 2.00 Each 24153.14

information board as per instruction. Two MS plates of 1.6m thick of

900mm x 750mm size fixed at top & bottom duly welded with MS

angles pf 25 x 25 x 5mm thick M.S. plate shall be welded by two

vertical 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 grage blocks

of 600mm x 600mm x 750mm, 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 drawing.

70 Supply & fixing logo board of diamond size (600 x 600 mm) 16 3.00 Each 4603.58

gauge & board plate size (900 x 250 mm) 16 gauge thick M.S.

Plate and 2.40 meter deep length single angle 75 x 75 x 6 mm size

including fitting and painting, lettering with luminous colour as per

drawing etc.

71 Providing and erecting a 'W' metal double beam crash barrier 98.00 Rmt. 5706.50

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 center to center, 1.8 m high,

m below ground/road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to confirm 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

72 Cat Eye / Road Stud / RPM : Supplying of Molded Twin Shanks 75.00 No. 326.23

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micro prismatic 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 strength of detachment of

the integrated cylindrical shanks, (of diameter not less than 19 +/-

mm and height not less than 30+/- 2 mm) from the body is to be a

minimum value of 500 Kgf. Fixing will be by drilling holes on the

road for the shanks to go inside, without nails and using epoxy

resin based adhesive as per manufacturers recommendation and

the color of the marker should be as per the IRC 35-2015 and as

directed by Engineer in- charge.

73 Excavation for foundation upto 1.50 mt. depth including sorting out 1367.00 Cum 260.57

and stacking of useful material and disposing off the excavated

stuff within all lead and lift for Dense or hard soil.

74 Providing and laying rubble Gabion (each stone weight not less 3308.00 Cum 1083.82

than 40 Kg) including hand packing and filled in the interstices with

quarry spaull.

75 Providing and Supplying of Mechanically Woven, Double Twisted, 3308.00 Cum 1212.00

Hexagonal wire mesh Zinc+ PVC Coated Gabion boxes, Mesh

opening Type : 10 x 12, Wire dia: 2.7/3.7 mm, Selvedge wire dia:

76 Providing, supplying and installation of 200 GSM Non Woven 2839.28 Sq.m. 45.45

Geotextile needle punched, polypropylene material having

minimum roll size of 5 mt. x 100 mt. including all labours etc.

77 Providing and laying rubble pitching of 22.50 cm. thick with filling 2956.00 Sq.m. 637.18

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

30 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.

78 Providing Designing Supplying and Installation of extruded Bi-Axial 3741.00 Sq.m. 111.10

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

79 Supplying and fixing reinforced concrete heavy duty non-pressure 350.00 Rmt. 3469.26

pipes with collars for culvert carrying heavy traffic as per IS: 458-

1991 spcifications including setting the pipes in C:M 1:2 watering

and laying (to level or slopes) of class NP3 of following internal

diameters 900 mm dia.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

80 Providing and erecting a 'W' type metal beam crash barrier 100.00 Rmt. 3496.62

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 mt centre to centre, 1.8 mt height,

mt below ground / road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to confirm to I.S 1367 and

I.S 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

81 Supplying and fixing reinforced concrete heavy duty non-pressure 180.00 Rmt. 5560.01

pipes with collars for culvert carrying heavy traffic as per IS: 458-

1991 specifications including setting the pipes in C:M 1:2 watering

and laying (to level or slopes) of class NP3 of following internal

diameters 1200 mm dia.

82 Providing and casting in situ ordinary cement concrete M-20 for 12.00 Cum 4307.75

Kerbs / Kerb blocks including formwork, curing and finishing

83 Diversion sign board :- Providing & fixing sign boards made out of 6.00 No. 6798.92

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. 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)

84 Supplying and fixing reinforced concrete heavy duty non-pressure 187.50 Rmt. 4491.62

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 /

Class NP4 casted by vertically vibrated technology of following

internal diameter. 1000mm dia.

85 Providing and casting in situ controlled cement concrete M-30 for 55.00 Cum 5429.76

R.C.C. work in walls, piers, abutment and R.C.C. return as per

drawing including centering, shuttering, scaffolding where

necessary laying, vibrating, curing and finishing complete for height

from 0 to 5 mt.

86 Providing and casting in situ controlled cement concrete M-30 for 51.10 Cum 4821.74

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

vibrating, ramming and curing complete.

87 Providing and casting in situ controlled cement concrete M-200 for 205.20 Cum 5164.59

R.C.C. return as per drawings including centering, shuttering,

scaffolding where necessary, laying, vibrating, curing and finishing

complete. (1) Piers (2) Abutment (3) RCC return

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

88 Supplying and laying of mechanically bonded polypropylene non 23.00 Sq.m. 80.00

woven geotextile (250 gsm) as filter media behind gabion units,

Beneath the mattress and application as per MoRTH 700 Type-I

geotextile. The width of geotextile roll shall not be less than 4.5 m,

at easily accessible location including top and bottom, with all leads

and lifts, manpower and machinery, materials, labour etc. complete

and as directed by Engineer - in - charge.

89 Supplying & laying of Mechanically Woven, Double twisted 8.00 No. 4545.00

hexagonal shaped Galmac (Zinc+10% Aluminum) + PVC coated

Gabion Units, Mesh Type 10 x 12, Mesh wire dia 2.7/3.7 mm and

Selvedge wire dia. 3.4mm /4.4mm of dimension including

transportation & placing at indicated places as direction of Engineer

incharge including tools, plants, labour, material, royalty charges

etc. in all respect with safety precautions & all lead & lift. (A) 3 x 1 x

90 Supplying & laying of Mechanically Woven, Double twisted 8.00 No. 3386.53

hexagonal shaped Galmac (Zinc+10% Aluminum) + PVC coated

Gabion Units, Mesh Type 10 x 12, Mesh wire dia 2.7/3.7 mm and

Selvedge wire dia. 3.4mm / 4.4mm of dimension including

transportation & placing at indicated places as direction of Engineer

incharge including tools, plants, labour, material, royalty charges

etc. in all respect with safety precautions & all lead & lift. (A) 3 x 1 x

91 Supply & laying of Mechanically Woven, Double twisted hexagonal 45.00 Sq.m. 850.00

shaped Galmac (Zinc + 10% Aluminum) + PVC Coated Reno

Mattress of Mesh Type 10 x 12, Mesh wire dia 2.7/3.7 mm and

Selvedge wire dia. 3.4mm /4.4mm of height 0.3m.

92 Supplying of U-pins of 400 mm length, 8mm ɸ@ 2 m c/c Spacing 23.00 No. 200.00

with all leads and lifts, manpower and machinery, materials, labour

etc. complete and as directed by Engineer - In - charge.

93 Quantity of Stones for filling mattress & terramesh unit with all 36.00 Cum 1094.11

leads and lifts, manpower and machinery, materials, labour etc.

complete and as directed by Engineer in charge.

Total Rs.

i.e. Rs. Ten Crore, Seventy Two Lacs, Twenty Two Thousand, Six hundred Thirty Five and Thirty One 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 ____________________

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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. The Contractor will have to submit the all required mix design at his own cost before execution as directed and to

be approved from the Engineer in charge.

6. Credit for Diversion & existing bridge dismantalled materials of amount of Rs. 47,89,076.11 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 Deputy Executive Engineer Deputy Executive Engineer

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

Bardoli Mahuwa Mangrol

Deputy Executive Engineer Deputy Executive Engineer

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

Palsanda Olpad

Sr. Divisional Account Officer Executive Engineer

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

Surat Surat