Construction of Slab drains & Box culverts on various roads under Taluka Anjar Dist. Bhuj-Kutchchh under MMGSY Program Year-2025-26 (Normal) (Total 11 Roads)(Package No. 1)

No. figures Amount

1 Providing flood gauge marks on sub structure as per design 51.60 Rmt 167.04

including painting as directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 232.00 Steps 230.51

3 Providing and laying filter media 600mm as directed at the back of 3671.60 Smt 1239.29

abutments, returns and wing walls as per detailed specifications

etc. complete.

4 Providing and filling sand behind abutment & between returns in 4108.00 Cum 504.43

layers as directed.

5 Excavation for foundation in sand, gravel, clay soft soils and 4647.00 Cum 511.11

murrum etc. including shoring and strutting and dewatering as

necessary and disposing of the excavated stuff as directed. (A)

Depth up to 3.0 mt.

6 Excavation for foundation in hard murrum and boulders and very 9507.00 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.

7 Excavation in large boulders and soft rock by welding including 6555.00 Cum 707.32

sorting, strutting and dewatering as necessary and disposing of

excavated stuff as directed.

8 Providing and filling in foundation with ordinary cement concrete M- 2546.00 Cum 3697.20

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 37.00 Each 19244.59

as may be necessary for foundation and maintaining the same for

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

10 Providing and fixing steel dowel bars of Fe-550D grade 32mm dia. 2811.00 Rmt. 554.45

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 laying weep holes in abutment and returns by using 3049.00 Each 86.70

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

jointing the completed as per directed specification.

12 Providing and casting in situ controlled cement concrete M-20 for 7462.34 Cum 5160.24

P.C.C. work in abutment, piers & Return wall as per drawing

including centering, shuttering, scaffolding where necessary laying,

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

13 Providing and casting in situ controlled cement concrete M-20 for 710.514 Cum 5482.56

P.C.C. work in abutment, piers & Return wall as per drawing

including centering, shuttering, scaffolding where necessary laying,

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

14 Providing and casting in situ controlled cement concrete M-250 mix 480.50 Cum 5345.73

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.

15 Providing & fixing in position tar paper bearings as per detailed 13.00 Job 8351.92

design and drawings and specifications etc. complete.

16 Providing and fixing in position Fe 550D steel dowel bars in pier 301.00 No. 415.74

caps or abutment caps for anchorage in fixed end as per detailed

drawings including cutting, bending and welding complete.

17 Providing and fixing in position Fe 550D steel dowel bars in pier 301.00 No. 486.89

caps or abutment caps for anchorage in free end as per detailed

drawings including cutting, bending and welding complete.

18 Providing and placing in position I.S.I. mark deformed bar 561.72 M.T. 83737.09

reinforcement (T.M.T.) of grade Fe-550D (FEBC - Fusion Bonded

Epoxy Coating) for following items including cutting, bending,

hooking, tying etc. complete as per detailed drawings and

specifications for various structural components.

19 Providing and casting in situ controlled cement concrete M-30 for 2120.00 Cum 5555.31

R.C.C.work in superstructure including centering, ramming

vibrating, curing and finishing complete. (A) solid slab type of super

structure.

20 Providing and casting in situ controlled cement concrete M-40 for 538.10 Cum 5616.78

average 100mm thick wearing coat laid as directed including

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

etc. complete.

21 Provision of an Reinforced cement concrete crash barrier at the 731.00 Rmt. 1533.18

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 directed by the Engineer, all as specified.

22 Providing P.V.C. 100mm dia. water spouts including necessary iron 412.00 No. 159.37

grating as per detailed drawing including placing etc. complete.

23 Providing and fixing marble slab including engraving letters, 14.00 No. 1012.65

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

24 Providing and casting in situ controlled cement concrete M-30 for 338.90 Cum 5377.43

approach slab including form work, curing and finishing etc.

25 Providing premoulded asphalt filler joint as per drawing (A) 12mm 401.00 Sq.m. 703.53

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

26 Dismentaling the existing structure including removing and stacking 1252.00 Cum 930.36

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

27 Providing and casting in situ controlled cement concrete M-20 mix 2156.00 Cum 4552.99

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete with V-

28 Providing and filling trenches including Labour charges - excavator 477.00 Cum 3639.18

in rocky strata with ordinary cement concrete M-150.

29 Providing and casting in situ controlled cement concrete M-20 mix 2311.29 Cum 5160.40

and providing necessary pin headers including centering,

shuttering, scaffolding, laying, vibrating, curing and complete with V-

Grooves for all heights.

30 Providing and casting in situ controlled cement concrete M-300 for 1692.50 Cum 5581.34

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

finishing complete.

31 Reinforced Cement Concrete Crash Barrier (Provision of an 520.00 Rmt. 8289.07

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 Fe-550D 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 white & black patta as directed by the Engineer, all

as specified.

32 Providing and casting in situ controlled cement concrete M-150 for 397.00 Cum 3737.14

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

vibrating, ramming and curing complete.

33 Providing and casting in situ controlled cement concrete M-300 for 486.30 Cum 4817.52

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

vibrating, ramming and curing complete.

34 Providing and casting in situ controlled cement concrete M-300 mix 245.00 Cum 4537.93

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

V-Grooves. (Height from 0.0 mt. 5.0 mt.)

35 Providing and casting in situ ordinary cement concrete M-200 mix 866.00 Cum 4273.31

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

V-Grooves. (A) Height from 0.0 mt. 5.0 mt.

36 Providing and casting in situ controlled cement concrete M-300 for 192.10 Cum 5424.55

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

including centering, shuttering, scaffolding where necessary laying,

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

37 Demolition of brick work and stone masonry including stacking of 91.00 Cum 562.89

serviceable materials and disposal of unserviceable materials with

all lead and lift. (ii) In Cement Mortar.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

38 Clearing the site before commencement & after completion of the 2.00 Job 5050.00

39 Marking out the centre line of the bridge and various other 2.00 Job 2020.00

component structures and complete lining out and levelling with

theodolite, levels, including constructing necessary masonary

pillars for line sand levels and establishing necessary benchmarks

etc. complete as directed.

40 Providing and laying rubble for apron (each stone weighting not 768.10 Cum 1083.81

less than 40Kg.) including and packing and filing in the interstices

with quarry spalls.

41 Providing and casting in situ controlled cement concrete M-200 for 1346.40 Cum 4552.99

foundation including necessary shuttering, laying, vibrating,

ramming and curing complete.

42 Providing & laying weep hole in abutments and returns by using 684.00 No. 151.08

P.V.C. 6 Kg/Sqcm pipe of 110mm dia. including laying in proper

grade and jointing the completed as per detailed specification.

43 Providing and casting in situ controlled cement concrete M-400 for 141.20 Cum 5230.91

crash barrier / parapet including form work, curing and finishing

44 Providing and fixing tar paper between abutment etc. complete. 131.90 Sq.m. 47.08

45 Supplying premoulded bituminous joint filler (ii) 20mm thick 128.80 Sq.m. 760.86

46 Earth work for embankment including breaking clods, dressing with 13037.00 Cum 177.92

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.

47 Clearing and grubbing of road land including uprooting trunk 6.15 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.

48 Construction of Granular sub base (Grade-V) 150 mm thick layer 1386.00 Cum 843.23

by providing machine crushed B.T. material satisfying MORTH

specification (Fifth Revision) of Grading-V including spreading in

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

in place method with rotovator at OMC and compacting with

vibratory roller to achieve desire density etc. complete.

49 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm 2038.00 Cum 1344.89

size including 0.27 Cu.M. stone screening & 0.08 Cu.M. stone dust

as filler including spreading, watering & consolidation by vibratory

roller 80KN to 100KN static weight. 100 mm thick compacted.

50 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm 1742.00 Cum 1176.84

size including 0.12 Cu.M. stone screening & 0.08 Cu.M. stone dust

as filler including spreading, watering & consolidation by vibratory

roller 80KN to 100KN static weight. 150mm (75mm x 2) thick.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

51 Providing and laying bituminous base course 37.5 mm thick 962.00 M.T. 2244.41

compacted with tack coat of VG-30 at the rate of 4.00 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.

52 Providing and laying 37.50 mm thick compacted B.M. in single 1354.00 M.T. 2766.05

layer with B.T. aggregate as per MORTH specification using VG-30

for tack coat @ 2.50 kg./10 Smt. with mechanical sprayer and

bitumen grade VG-30 for mixing @ 34 kg/M.Ton 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 by

vibratory roller including providing all materials, equipments, tools

and plants, oil, kerosene, fire wood, labour charges etc. complete.

53 Providing and laying bituminous seal coat with stone chips 6 to 10 353.00 M.T. 3085.49

mm size 0.18 Cmt/10 smt i.e. using 0.66 cmt aggregate per M.T

mix using asphalt VG-30 @ of 4.50% of mix including heating the

asphalt and aggregate by continuous batching drum mix plant and

paver finisher and consolidating by vibratory roller including

providing equipment, tools, plant, firewood, oil, kerosene, labour

charges etc. using the contractors own machinery and plant.

54 Providing and laying bituminous seal coat with stone chips 6 to 10 126.00 M.T. 3124.78

mm size 0.24 Cmt/10 smt i.e. using 0.66 cmt aggregate per M.T

mix using asphalt VG-30 @ of 4.50% of mix including heating the

asphalt and aggregate by continuous batching drum mix plant and

paver finisher and consolidating by vibratory roller including

providing equipment, tools, plant, firewood, oil, kerosene, labour

charges etc. using the contractors own machinery and plant.

55 Road marking with hot applied thermoplastic paints with 476.00 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 retro

reflectivy shall be two years.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

56 Cat Eye/ Road Stud/ RPM : Supplying Raised Pavement Markers 279.00 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.

57 Direction sign (Junction board) :- Providing and fixing sign made 4.00 No. 14831.71

out of 2mm aluminium sheet size 244 x 122cms. rectangle as per

the design of IRC-67-1977 pre treated with phospheting process &

acid etching coated with one coat of epoxy primer and two coats of

best quality epoxy paint reflectorised with retro reflective sheeting

as per latest M.O.S.T. specifications, Letters and numerals should

be as per IRC-30-1968, 3.1m long (2 nos.) stand post and frame

fabricated from suitable size iron angle of 50 x 50 x 5mm 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.

58 Cautionary Warning Sign :- Providing and fixing sign board made 10.00 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

59 Informatory Warning Sign :- Providing & fixing sign boards made 5.00 No. 3856.90

out of 2mm aluminium sheet size 80 x 60 cms as per design of IRC

67-1977. Pre treated with phospheting process and acid etching

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

epoxy paint, refloctrorized with retro reflective sheeting as per the

latest M.O.R.T.H. specification, 3.1 mt. long stand post and frame

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

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).

60 Hazard Marker Sign :- Providing and fixing sign board made out of 17.00 No. 2423.74

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

design / drawing attached (IRC) pretreated with phospheting & acid

etching, coated with one coat of epoxy primer and two coats of best

quality epoxy paint reflectorised with retro reflective sheeting as per

latest M.O.R.T.H. specification, 3.1m long (2 nos.) stand post and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm &

50 x 50 x 5mm painted with best quality epoxy coatings in black

and white bends. The details of symbol or inscription / numerals for

each board shall be as per instruction of Engineer in charge. The

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

each leg including excavation curing etc. complete under the

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

61 Providing and fixing Hectometer as per I.R.C. type design including 10.00 No. 356.50

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

62 Providing and fixing Guard stone as per I.R.C. type design 40.00 No. 350.81

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

63 Excavation for foundation upto 1.50 mt. depth including sorting out 2429.00 Cum 252.03

and stacking of useful material and disposing off the excavated

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

64 Providing and laying rubble Gabion (each stone weight not less 1945.00 Cum 1083.82

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

quarry spaull.

65 Providing and Supplying of Mechanically Woven, Double Twisted, 1945.00 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:

66 Providing, supplying and installation of 200 GSM Non Woven 1652.36 Sq.m. 45.45

Geotextile needle punched, polypropylene material having

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

67 Providing and laying rubble pitching of 22.50 cm. thick with filling 2277.00 Sq.m. 605.98

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

68 Providing and erecting a 'W' type metal beam crash barrier 582.00 Rmt. 3503.70

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

69 Providing Designing Supplying and Installation of extruded Bi-Axial 3603.00 Sq.m. 111.10

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

70 Providing Designing Supplying and Installation of extruded Bi-Axial 1740.00 Sq.m. 141.40

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

71 Supplying and fixing reinforced concrete heavy duty non-pressure 200.00 Rmt. 5534.22

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 1200 mm dia.

72 Earth work for embankment including breaking clods, dressing with 18744.00 Cum 178.02

all lead and lift (including watering and consolidation) (C) from

borrow area within all lead and lift (with minimum 6% CBR)

73 Rolling and watering of earthwork in layers with power roller 4997.00 Cum 22.96

including filling in depressions which occur during the process.

74 Earthwork in cutting in all sorts of soil and soft murrum including 385.00 Cum 109.24

conveying and putting the stuff in spoil maintaining minimum

distance of five meter between top edge and cutting and toe of

spoil bank.

75 Scarifying / Dismentalling gravelled macadam or bitumen 3465.00 Sq.m. 41.60

macadam surface 6cm to 10 cm depth including stacking useful

materials on road side and disposing off remaining stuff.

76 Construction of compacted Granular sub base (Grade-I, Crushed 767.00 Cum 841.95

B.T. materials 53mm to 26.5mm size @ 35%, 26.5mm to 4.75mm

45% and below 2.36mm @ 20%) by providing close graded

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

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

on prepared surface and compacting with vibratory power roller to

achieve desired density, complete clause as per

77 Construction of granular sub base by providing well graded crushed 710.00 Sq.m. 864.55

stone materials (M.C. metal 53 mm to 9.5 mm @ 50%, M.C. metal

9.5 mm to 2.36 mm @ 20% and stone dust below 2.36 mm @

30%) spreading in uniform layers with motor grader on prepared

surface, mixing by mix in place of method with rotovator at O.M.C.

and compacting with three wheeler roller 8 T to 10 T to achieve the

desire density, complete as per technical specification close graded

granular sub base material as per clause 401 for grading-1 well

graded sub base material. (150mm thick compacted thickness)

78 Providing and laying compacted of specified murrum in side 131.00 Cum 392.89

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

79 Providing and fixing Guard stone as per I.R.C. type design 91.00 No. 103.56

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

80 Regulatory / Mandatory signs : Providing and fixing sign boards 6.00 No. 3439.81

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

81 STOP SIGN :- Providing and fixing sing boards made out of 2mm 6.00 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).

82 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 74.00 No. 326.23

Raised Pavement Markers 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 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 Kgs. 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 manufacturer's recommendation and

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

directed by Engineer-in-charge.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

83 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 460.00 Rmt. 2996.67

"W" metal beam crash barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above road/ground level, fixed on

ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m

centre to centre, 1.8 m high, 1.1 m below ground/road level, all

steel parts and fitments to be galvanised by hot dip process, all

fittings to conform to IS:1367 and IS:1364, metal beam rail to be

fixed on the vertical post with a spacer of channel section 150 x

x 5 mm, 330 mm long complete as per clause 810) with necessary

excavation of post, providing levelling course M-10 (Size 0.65 x

0.65 x 0.10m) & foundation concrete in M-200 (size 0.5 x 0.5 x

+ 0.3 x 0.3 x 0.70) as per requirement and instruction from

Engineer in charge.

84 MMGSY "LOGO" board :- Providing & fixing of MMGSY logo 4.00 No. 6256.35

Informatory sign board with Logo as per section 1700 of MORD

specifications and drawing. The board will be a composite unit

consisting of three plates ACM (Alluminium Composite Material),

material specifications as per clause 17001.3. The top most plate

will be of 3mm ACP in diamond shape of 600 x 600mm size,

riveted with MS angle iron frame of 25mm x 25mm x 5mm size on

back on edges. The lower plate will be of 4mm ACP of 1100 x

300mm size riveted with MS angle iron frame of 25mm x 25mm x

5mm size on back on edges. Riveting of all the sheets over angle

and flat iron frame will be done neatly to have plain surface on one

side. The angle iron frame of both the plates will be welded to a

75mm x 75mm x 6mm mild steel post at centre and this post will be

embedded in cement concrete M-15 grade block of 450 x 450 x

600mm below ground level.

The height of the bottom of the lower plate will be 1200mm from

normal ground level. The spacing between the diamond shaped

plate and lower plate is kept 150mm MMGSY logo, letters and

numerals on the ACM should be made up of retro reflective

sheeting of Type-1 AEGP Class-A grade as per the latest MORD

section 1700 and IRC 67-2012 specifications. All the section of the

frame and posts shall be painted with primer and two coats of

epoxy paint. The design, painting and lettering shall be done as per

the MMGSY logo sign design and as directed by Engineer in

charge. A warranty for 5 years for the retro reflective sheeting for

Type-1 Class-A from original manufacturer shall be submitted by

contractor.

85 Citizen's Information Board : Providing and fixing of typical MMGSY 4.00 No. 10926.57

information board as per instruction. Two ACP sheets of 3mm thick

of 900mm x 750mm size fixed at top and bottom duly welded with

M.S. angle with angles of 25 x 25 x 5mm thick M.S. plate shall be

welded by two vertical M.S. angle of 5mm thick to 75mm x 75mm

of 12 SWG square tube posts duly embedded in cement concrete

blocks of 600 mm x 600mm x 75mm below ground level. The letter

and figures of any shade reflectorized with high intensity prismatic

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

latest MORD specifications. All sections of frame joints and steel

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

drawing clause 1701 & Annexure 1700.1 (10.16) (A) Class-B High

Intensity Grade reflective sheeting

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

86 MMGSY Project Information board :- Providing & fixing of typical 3.00 No. 13580.84

MMGSY Project Informatory sign board with Logo as per section

1700 of MORD specifications and drawing. The board will be a

composite unit consisting of three plates ACM (Alluminium

Composite Material), material specifications as per clause 17001.3.

The top most plate will be of 3mm ACP in diamond shape of 600 x

600mm size, riveted with MS angle iron frame of 25mm x 25mm x

5mm size on back on edges. The middle 4mm ACM plate of will be

1200 x 150mm size riveted with MS angle iron frame of 25mm x

25mm x 5mm size on back on edges. The main 4mm ACM lower

most plate will be 1500mm x 600mm size, riveted with MS angle

iron frame of 25mm x 25mm x 5mm size. Riveting of all the sheets

over angle and flat iron frame will be done neatly to have plain

surface on one side. The angle iron frame of lower most plate and

flat iron frame of the middle plate will be welded to two nos. 75mm

x 75mm (12 SWG) sheet tubes posts placed at 1125mm apart

centre to centre.

The top of the middle plate will be flushed with the top of 75mm dia.

medium steel tube posts and these posts will be embedded in

cement concrete M-15 grade block of 450 x 450 x 600mm below

ground level. The height of the bottom of the lower plate will be

1200mm from normal ground level and the bottom of the middle

plate will be 100mm above the top level of the lower most plate.

The diamond shaped plate mounted over flat angle iron frame will

be connected to middle plate by square steel section of 47mm x

47mm thickness 12 SWG having a spacing of 100mm between the

diamond shaped plate and middle plate and this square section will

be riveted to the bottom point of the diamond shaped plate.

MMGSY logo, letter and numerals on the ACM should be made up

of retro reflective sheeting of Type-1 AEGP Class-A grade as per

the latest MORD section 1700 and IRC 67-2012 specifications. All

the section of the frame and posts shall be painted with primer and

two coats of epoxy paint. The design, painting and lettering shall be

done as per the MMGSY logo sign design and as directed by Engineer in charge.

A warranty for 5 years for the retro reflective sheeting for Type-1

Class-A from original manufacturer shall be submitted by contractor.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

87 Hazard Marker sign : Providing and fixing sign boards made out of 14.00 No. 3518.69

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

size 90 x 30cms. rectangular 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 high intensity prismatic grade retro reflective

sheeting of Type-4 as per ASTM D-4956 and latest M.O.R.T.H.

specifications, 1.8 mt. long stand post and frame fabricated from

suitable size of iron angle 75 x 75 x 6mm / 65NB Circular MS pipe

as required and frame fabricated from suitable size iron angle of

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 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 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

88 Dismentaling the existing structure including removing and stacking 1395.00 Cum 409.22

the dismentelled materials as and where directed. (B) Rubble

89 Providing & filling in foundation with ordinary cement concrete M- 196.80 Cum 3327.08

100 mix and providing necessary vertical pin headers including

formwork vibrating ramming & curing complete.

90 Providing and casting in situ ordinary cement concrete M-150 mix 466.00 Cum 3371.55

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

V-grooves. (A) Height from 0.0 M. to 5.0 M.

91 White washing with lime on wall surface (two coats) to give an even 66.00 Sq.m. 12.70

shade including thoroughly brooming the surface to removed all

dirt, dust mortar drops and other foreign matter.

92 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 1.00 No. 279.69

marble stone set in C.C. 1:4 including finishing and engraving

letters etc. complete.

93 Providing and maintaining a road diversion for traffic during the 1.00 No. 2020.00

work in progress till completion of work including providing red

lamps and necessary sign boards etc. complete. (For C.D. Works)

94 Providing I.S.I. mark T.M.T. bar Fe-550D reinforcement for R.C.C. 0.40 M.T. 77285.20

work including bending, binding and placing in position complete

upto floor two level.

95 Filling available excavated earth (excluding rock) in trenches, 268.00 Cum 136.92

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

depth consolidating each deposited layer by ramming and watering

etc. complete.

96 Providing & laying weep hole in abutments and returns by using 322.00 No. 186.08

P.V.C. 10 Kg/Sqcm pipe of 110mm dia. including laying in proper

grade and jointing the completed as per detailed specification.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

97 Providing the diversion by proper means i.e. in proper grade, 1238.00 Rmt. 821.14

camber and approach etc. for easy passing of traffic including

providing necessary sign board, making etc. and maintaining the

same during the period of work up to completion of work.

Total Rs.

i.e. Rs. Twenty Three Crore, Fifty Lacs, Ninety Five Thousand, One hundred and Thirty Nine 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.

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 existing Bridge Dismentaling and Credit for Diversion materials of amount of Rs. 24,13,110.06 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,

Mundra Bhuj-Kuchchh Bhuj-Kuchchh