Construction of Gada Sheri Falia Road at Ch. 1/40 to 1/60 Ta. Santrampur Dist. Mahisagar

No. figures Amount

1 Providing and laying filter media 600 mm thick as directed at the 616.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

2 Providing and filling sand behind abutments and between side walls 17.00 Cum 467.68

of box returns in layers as directed.

3 Excavation for foundation in sand, gravel, clay soft soils and 1688.00 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.

4 Excavation for foundation in hard murrum and boulders and very 519.00 Cum 611.32

stiff or sticky, clays and other similar strata including shoring and

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

5 Excavation in large boulders and soft rock by welding including 467.00 Cum 716.55

shoring and strutting and dewatering as necessary and disposing of

the excavated stuff as directed.

6 Diversion of water course, providing cofferdam and bund or island 6.00 No. 3030.00

as may be necessary for foundation and maintaining the same for

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

7 Providing and fixing dowel bars of minimum 32mm dia. for 346.00 Rmt. 450.07

anchoring drilling holes in foundation strata including necessary

bending, hooking of dowel bars and grouting the holes complete as

per detailed drawing and as directed.

8 Providing and filling in foundation with ordinary cement concrete M- 90.00 Cum 3711.19

150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

9 Providing and casting in situ controlled cement concrete M-20 mix 1415.00 Cum 4615.20

and providing necessary pin headers including shuttering,

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

10 Providing and filling trenches including Labour charges - excavator 25.00 Cum 3653.31

in rocky strata with ordinary cement concrete M-150.

11 Providing and casting in situ controlled cement concrete M-20 mix 1109.00 Cum 5222.12

and providing necessary pin headers including centering,

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

Grooves. (A) Height from 0.0 to 5.0 mt.

12 Providing and casting in situ controlled cement concrete M-20 mix 141.34 Cum 5548.21

and providing necessary pin headers including centering,

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

Grooves. (B) Height from 5.0 to 10.0 mt.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

13 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 64.20 M.T. 83651.88

reinforcement including providing fusion epoxy coating not less than

175 micron thickness and upto 300 micron to reinforcement bars as

per IS-13620-1993/ASTM-775 M including testing of coating at plant

and all taxes and transporting to the site from factory, cutting,

bending and tying complete as per detailed drawing and

specification for various structural components.

14 Providing and casting in situ controlled cement concrete M-200 for 45.00 Cum 5302.20

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

controlled cement concrete M-250 bed block or pedestals of

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding wherever necessary laying, vibrating, curing

and finishing complete.

15 Providing and fixing in position tar paper bearings as per detailed 1.00 Lump 2525.00

design and drawings and specifications etc.complete

16 Providing & laying weep hole in abutments and returns by using 616.00 No. 86.73

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

jointing the completed as per detailed specification.

17 Providing and casting in situ controlled cement concrete M-250 for 521.00 Cum 5452.98

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

finishing complete.

18 Providing and laying of a strip seal expansion joint catering to 42.00 Rmt. 2057.37

maximum horizontal movement upto 70mm complete as per

drawing and standard specifications to be installed by the

manufacturer suppliers or their authorised representative ensuring

compliance to the manufacture's instruction for installation.

19 Providing and casting in situ controlled cement concrete M-450 for 49.60 Cum 6722.64

average 100mm thick wearing coat laid as directed including

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

20 Providing and casting in situ controlled cement concrete M-250 for 29.70 Cum 4970.00

kerb / kerb block including form work, finishing etc.complete as per

specifications.

21 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 30.00 No. 341.29

cap or abutments caps for anchorage in fixed end as per detailed

drawings including cutting, bending and welding complete.

22 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 30.00 No. 399.70

cap for anchorage in free end as per detailed drawings including

cutting, bending and welding complete.

23 Provision of an Reinforced cement concrete crash barrier at the 132.00 Rmt. 8289.07

edges of the bridge, approaches to bridge structure, constructed

with M-450 grade concrete with Fe-550D reinforcement coating with

fusion bonded epoxy coating not less than 175 micron thickness

and upto 300 micron to reinforcement bars as per IS-13620-

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

transporting to the work site, bar conforming to IS:1786, with

asphalt filler joint at every 10 meter and painting on concrete

surface 15cm yellow and black alternative as per detailed drawing

and Engineer in charge.

24 Providing P.V.C. 100mm diameter water spouts including 40.00 No. 159.37

necessary iron gratings as per drawings.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

25 Providing and casting in situ controlled cement concrete M-250 for 23.00 Cum 5259.22

approach slab including form work, curing and finishing complete.

26 Clearing and grubbing of road length including up rooting wild 0.40 Hect. 28455.09

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

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

unserviceable material and stacking of serviceable material, Clause-

201.1 (area of light density) by mechanical means in area of light

27 Box cutting the road surface to proper slope and camber for making 66.00 Cum 109.41

a base for road work including removing the excavated stuff and

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

28 Earth work for embankment including breaking clods, dressing with 12176.00 Cum 237.74

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 power roller 8 t to 10 t (C) from borrow

area within 8.0 km lead (With minimum 13% CBR)

29 Rolling & watering of earthwork in layers with power roller including 33.00 Cum 22.96

filling in depressions which occur during the process.

30 Construction of granular sub-base by providing close graded 699.00 Cum 1720.82

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

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

grader on prepared surface and compacting with vibratory power

roller to achieve the desired density, complete as per clause 401 for

Grading- I Material.

31 Water Bound Macadam (Providing, laying, spreading and 272.00 Cum 2062.22

compacting stone aggregates of specific sizes to water bound

macadam specification including spreading in uniform thickness,

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

proper grade and camber, applying and brooming requisite type of

screening/ binding materials to fill up the interstices of coarse

aggregate, watering and compacting to the required density)

Grading-I.

32 Wet Mix Macadam (Providing, laying, spreading and compacting 118.00 Cum 1825.92

graded stone aggregate to wet mix macadam specification

including premixing the material with water at OMC in mechanical

mix plant carriage of mixed Material by tipper 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)

33 Providing and laying compacted of specified hard murrum in side 121.00 Cum 553.48

shoulder including carriage of material and spreading on prepared

base including compacting as per MORTH specification etc.

34 Providing and laying evenly priming coat using low viscosity liquid 2183.00 Sq.m. 61.66

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

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

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

machinery & equipment etc. complete as directed

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

35 Providing and laying evenly tack coat using rapid setting emulsion 3315.00 Sq.m. 12.85

(RS-1) materials at the rate of 2.50 Kg / 10 Sq.M. on road surface

using emulsion pressure sprayer including the cost of all labour,

materials, heating, machinery & equipment etc. complete.

36 Providing & laying Bituminous grout 37.50 mm thick in hot mix plant 85.00 M.T. 2170.49

with asphalt of grade of VG-30 at the rate of 1.99% by weight of mix

using B.T. chips of required gradation including cleaning and

heating asphalt premix materials by hot mix process in proper

gradation and laying with sensor paver and consolidation by roller of

8 to 10 tonnes including cost of all materials, asphalt, aggregates,

labour charges, royalty charges etc. completed as directed.

37 Providing and laying bituminous macadam with higher capacity 125.00 M.T. 2807.80

plant using crushed aggregates of specified grading premixed with

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

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

surface with paver finisher to the required grade, level and

alignment and rolled as per clauses 501.6 and 501.7 to achieve the

desired compaction for Grading-II (19 mm nominal size)

38 Providing and laying 20mm thick mix seal surfacing using B.T. chips 102.00 M.T. 3264.32

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

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

mix plant and laying by sencer paver finisher and consolidation with

vibratory roller including necessary firewood, oil, lubricants, labour

charges etc. using contractor's own drum mix plant and equipment,

tool etc. completed in accordance with the requirement of

specification.

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

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

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

40 Providing and fixing Hectometer as per I.R.C. type design including 2.00 No. 356.50

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

41 Providing and fixing Guard stone as per I.R.C. type design including 20.00 No. 350.80

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

42 Direction (Junction) Sign :- Providing and fixing sign boards made 4.00 No. 21287.51

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

panel) size 244 x 122 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; 4.0mtr long (2 Nos.) stand post of 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 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 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

43 Informatory Signs / Facility Informatory Sign :- Providing and fixing 4.00 No. 3990.64

sign boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite panel) size 80 x 60 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; 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

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

44 Regulatory / Mandatory Sign :-Providing and fixing sign boards 6.00 No. 3540.12

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 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 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

45 Village Name Sign :- Providing and fixing sign boards made out of 2.00 No. 6397.43

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

size 90x60 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;

3.3mtr long stand post of 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 or inscription/letters / 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

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

46 Sign board per Square Meter :- Providing and fixing sign boards 5.00 Sq.m. 7894.02

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

composite panel) size 1meter x 1 meter 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; 4 mtr long stand post (2 Nos.) of 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

47 Hazard Marker Sign :- Providing and fixing sign boards made out of 6.00 No. 3518.69

2.0mm aluminium sheet / 3mm 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 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

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

48 STOP Sign :- Providing and fixing sign boards made out of 2mm 2.00 No. 6704.36

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

cms. Octagonal 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

49 Road marking with hot applied thermoplastic paints with 107.00 Sq.m. 367.72

reflectorising glass beads on bitumen surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick including

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

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

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

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

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

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

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

during the day time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity and skid resistance

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

Retro reflectivity should be two years.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

50 Cat eye/road stud/RPM : Supplying of Raised Pavement Markers 53.00 No. 326.23

made of polycarbonate and ABS moulded body and reflective

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

providing total internal reflection of the light entering the lens face

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

ASTMD 4280 Type H and complying to specifications category A of

MORTH circular No RW/NH/ 33023/10-97-DO III Dt. 11.06.1997.

The height width and length shall not exceed 20mm,130mm &

130mm and min. reflective are of 13 sqcm on each side and slope

to base shall be 35+/-5 degree. The body of the marker should

having finger grip for easy and accurate placement and application

with epoxy / bituminous Adhesive as recommended by the

manufacturer of the marker. The color of the marker should be as

per the IRC 35-2015 and as directed by Engineer-in-charge.

51 Cautionary Warning Sign :- Providing and fixing sign boards made 5.00 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 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 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

52 Providing and erecting a "Thrie" metal beam crash barrier 160.00 Rmt. 3347.14

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

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

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

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

galvanised by hot dip process, all fittings to conform to IS:1367 and

IS:1364, metal beam rail to be fixed on the vertical post with a

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

as per clause 810 including necessary excavation of post, providing

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

concrete in M-200 (Size 0.5 x 0.5 x 0.15 + 0.3 x 0.3 x 0.70) as per

requirement and instruction from engineer in charge.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

53 Chevron Sign / Route Marker sign :- Providing and fixing sign 10.00 No. 3842.20

boards made out of 1.5mm aluminium sheet / 3 mm ACP

(Aluminium composite panel) size 60 x 50 cm rectangular plus 30 x

25cm additional plate 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, 3.3 mtr. long

stand post of 75 x 75 x6mm / 65 NB 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 symbol or inscription / numerals for each board

shall be 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

product offered shall be submitted by contractor.

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

54 Excavation for foundation up to 1.50 mt. depth including sorting out 238.00 Cum 253.88

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for all sorts of soil.

55 Providing and filling in foundation with ordinary cement concrete M- 20.00 Cum 3341.15

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

56 Providing and casting in situ ordinary cement concrete M-150 mix 322.00 Cum 3917.21

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

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

57 Providing and laying in position I.S.I. mark Fe-500D T.M.T. bar 1.82 M.T. 73858.69

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings.

58 Filling available excavated earth (excluding rock) in trenches, plinth, 238.00 Cum 136.92

sides of foundation etc. in layer not exceeding 20 cm in depth

consolidating each deposited layer by ramming and watering etc.

59 Providing and laying rubble pitching of 30.0 cm. thick with filling the 298.00 Sq.m. 632.26

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

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

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

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

60 Dismentaling the existing structure including removing and stacking 523.00 Cum 930.35

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

61 Dismentaling the existing structure including removing and stacking 67.00 Cum 409.22

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

62 Supplying and fixing reinforced concrete heavy duty non-pressure 150.00 Rmt. 3271.56

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 NP3 casted by vertically vibrated technology of following

internal diameter. 900mm dia.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

63 Men at work (2' x 2') sign :- Providing and fixing sign boards made 4.00 No. 9148.16

out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite

panel) size 60cm x 60cm 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 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

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

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

TOTAL Rs.

i.e. Rs. Three Crore Fifty Nine lacs Sixty Nine thousand Three hundred Thirty Six and Ninety 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.

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 dismantalled materials of amount of Rs. 22,90,048.87 must be recovered from 1st R.A. bill of

Contractor's.

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

and found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Santrampur Mahisagar Mahisagar