RECONSTRUCTION OF MINOR BRIDGES, BOX CULVERTS & PIPE CULVERTS AT VARIOUS LOCATIONS IN DEV-BHOOMI DWARKA DISTRICT (PANCHAYAT) UNDER MMGSY, IN THE STATE OF GUJARAT (PACKAGE-3).. (Second Attempt)

BILL OF QUANTITIES (BOQ)

Item Rate in Total Amount

Item Rate in Total Amount

Item Description Quantity Unit

No. Figure (in Rs.)

1 Clearing and grubbing road land including uprooting rank 0.74 One Hect. 28,455.09

vegetation grass bushes, shrubs, sapling and trees girth up to

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of

2 Demarcation of road alingment including marking out road line 0.15 One Km. 2,706.50

by providing and fixing wooden pegs or steel rod of required

size at every 25 M to 50 M. including excavating trenches on

both sodes of 0.30 m. x 0.30M. including supplying of labours

and all materials for every work etc complete.

3 Portable Barricade in Construction Zone (Installation of a steel 20.00 One No. 3,035.05

portable barricade with horizontal rail 300 mm wide, 2.5 m in

length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron

section, 1.5 m in height, horizontal rail painted (2 coats) with

yellow and white stripes, 150 mm in width at an angle of

'A' frame painted with 2 coats of yellow paint, complete as per

IRC:SP:55-2001 )

4 Diversion of water course, providing cofferdam and bund or 5.00 One No. 50,000.00

island as may be necessary for foundation and maintaining the

same for the period as may be necessary.

5 Earthwork for embankment including breaking clods, dressing 5260.10 One Cum 163.62

with all lead and lift (Excluding watering and consolidation) (A)

Selected soil should be From borrow area with all lead and lift

and should have CBR not less than 6.00%.

6 Earthwork for embankment including breaking clods, dressing 2475.00 One Cum 177.91

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 depression which occur during the

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

including all lead & lift

7 WBM Grading-2 195.60 One Cum 2,105.57

Providing, laying, spreading and compacting stone agg. Of

63mm to 45mm size to water bound macadam specification

including spreading in uniform thickness, hand packing, rolling

with smooth wheel roller 80-100 KN in stage to proper grade

and camber, applying and brooming, stone screening/binding

material to fill-up the intersties of coarse agg., watering and

compacting to the required density grading-2 as per Technical

Specification Clasue.405 By menual means.

8 Rolling and Watering of earthwork with vibratory roller 4957.20 One Cum 22.95

including filling in depression which occur during the process

and as directed.

9 Excavation for foundation upto 1.5m depth including sorting out 59.50 One Cum 253.88

and stacking of useful materials and disposing of the excavated

stuff upto all lead. (B) Dense or hard soil.

Item Rate in Total Amount

Item Rate in Total Amount

Item Description Quantity Unit

No. Figure (in Rs.)

10 Excavation for foundation upto 1.5m depth including sorting out 36.00 One Cum 432.61

and stacking of useful materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

11 Excavation of foundation in Sand graval caly soft soil and 2565.10 One Cum 511.11

murrum etc. including shoring, struting dewatering as necessary

and disposing of the excavated stuff as directed. Depth upto

12 Excavation of foundation in hard murrum and boulders and very 896.00 One Cum 611.32

stiff or sticky clays and other similar strata including shorting

out and struting and dewatering as necessary and disposing of

the excavated stuff as directed.

13 Excavation in large boulders and soft rock by wedging including 500.00 One Cum 716.55

shoring, strutting and dewatering as necessary and disposing of

the excavated stuff as directed,

14 Excavation in hard rock by dry-wet blasting and chiseling 585.00 One Cum 1,675.31

including dewatering preparing foundation base by proper

benching and stepping and disposing of the excavated stuff as

directed (B) Blasting prohibited.

15 Providing and fixing Mild steel dowel bar of minimum 32mm 155.00 One Rmt. 450.07

dia. 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

16 Providing and laying rubble for apron (Each stone weighting not 288.10 One Cum 1,083.81

less than 40kg) including and packing and filling in the

interstices with quarry spall.

17 Providing and filling in foundation with ordinary cement 501.90 One Cum 3,715.62

concrete M-15 mix and providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and curing complete.

18 Providing and casting in situ ordinary cement concrete M-15 110.20 One Cum 3,921.63

mix and providing necessary pin headers including shuttering,

scafilding, laying vibrating, curing and finishing complete

Without V-Grooves For all Hieght.

19 Providing and filling in foundation with ordinary cement 26.60 One Cum 3,345.58

concrete M-10 mix and providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and curing complete.

20 Providing and filling in foundation with ordinary cement 171.20 One Cum 3,715.63

concrete M-15 mix and providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and curing complete.

21 Providing & laying 22.5 cm thick dry rubble stone pitching on 324.00 One Sqm 795.88

side slope on existing earthwork on murrum bed 7.50 cm thick

& filling interstic with murrum & providing Flush pointing in

CM 1:3 etc complete including curing & preparing slope in

Earth work as directed.

Item Rate in Total Amount

Item Rate in Total Amount

Item Description Quantity Unit

No. Figure (in Rs.)

22 Providing parapet of ordinary cement concrete M-20 as per 154.60 One Rmt. 1,082.18

detailed drawing with necessary reqinforcement including

shuttering laying vibrating and finishing to line and level

complete (ii) cast in situ.

23 Providing and casting in situ Controlled cement concrete M-20 1493.10 One Cum 5,198.58

for R.C.C. work in Piers, abutment, returns and riding returs as

per drawing including centering, shuttering, scafolding where

neccesary laying, vibrating curing and finishing complete (A)

24 Providing and casting in situ Controlled cement concrete M-30 545.00 One Cum 5,462.90

for C.C. work in Piers, abutment, returns and riding returs as per

drawing including centering, shuttering, scafolding where

neccesary laying, vibrating curing and finishing complete (A)

25 Providing and casting in situ Ordinary cement concrete M-20 for 40.00 One Cum 4,142.22

C.C. Toe Wall and Curtain walls including necessary shuttering

laying, vibrating, ramming and curing complete.

26 Providing and casting in situ Controlled Cement Concrete M-25 418.90 One Cum 4,697.25

for R.C.C. Raft and cut-off walls including neccesary shuttering

laying, vibrating ramming of curing complete.

27 Providing and casting in situ Controlled Cement Concrete M-30 890.00 One Cum 4,855.85

for C.C. Raft and cut-off walls including neccesary shuttering

laying, vibrating ramming of curing complete.

28 Providing and casting in situ Contolled Cement concrete M 30 75.00 One Cum 5,542.86

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

including controlled cement concrete M 35 bed block or

pedestals for required size below bearings as per detailed

drawings, centering, shuttering, scaffolding wherever necessary

laying, vibrating, curing and finishing complete.

29 Providing and casting in situ Controlled cement concrete M 25 190.90 One Cum 5,256.06

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

and finishing complete.

30 Providing and casting in situ Controlled cement concrete M 30 540.00 One Cum 5,890.42

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

and finishing complete.

31 Providing and casting in situ Contolled cement concrete- M-20 19.80 One Cum 5,271.78

for average 75/150mm thick wearing coat laid as directed

incuding. tamping, vibrating, finishing, curring and filling in

joints with bitumen complete.

32 Providing and casting in situ Contolled cement concrete- M-30 44.80 One Cum 5,536.10

for average 75mm thick wearing coat laid as directed incuding.

tamping, vibrating, finishing, curring and filling in joints with

bitumen complete.

33 Providing and casting in situ Controlled cement concrete- M-20 12.30 One Cum 4,842.86

mix for kerbs/Kerb blocks including formwork,curing and

finishing complete.

34 Providing and casting in situ Controlled cement concrete- M-30 60.00 One Cum 5,107.19

mix for kerbs/Kerb blocks including formwork,curing and

finishing complete.

35 Providing and casting in situ Contolled cement concrete- M-25 63.20 One Cum 5,235.67

mix for Approach slab including formwork, curing and

finishing complete.

Item Rate in Total Amount

Item Rate in Total Amount

Item Description Quantity Unit

No. Figure (in Rs.)

36 Providing and casting in situ Contolled cement concrete- M-30 40.00 One Cum 5,394.27

mix for Approach slab including formwork, curing and

finishing complete.

37 Providing and laying weep hole in Abutment and returns by 987.00 One No 86.69

using A.C pipe of 100mm. Incl. fixing in proper grade and

jointing the complete as per detailed specification.

38 Providing and laying filter media 600mm. thick directed at the 498.80 One Sqm 1,239.35

back of abutments, returns and wing walls as per detailed

specifications.

39 Providing and filling sand behind abutments and between riding 1780.00 One Cum 504.42

return, square return in layers as directed.

40 Providing and fixing in position Mild steel dowel bars in pier 60.00 One No 450.07

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

drawings including cutting bending and welding complete.

41 Providing and laying in Position FE -500/500D TMT bar 16.750 One MT 73,858.69

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the following (A) Piers

(B) Abutments (C) Returns (D) Walls etc.

42 Providing and laying in Position FE -500/500D TMT bar 7.50 One MT 73,858.69

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the following (A) Pier cap

(B) Abutment cap & Dirt walls.

43 Providing and laying in Position FE -500/500D TMT bar 49.00 One MT 73,243.02

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the following (A) Solid

44 Providing and Fixing in position FE-500/500D TMT bar 70.100 One MT 73,243.01

reinforcement including cutting, bending, hooking, and tying

complete as per detailed drawaing (A)RCC kerb (B) RCC

Footpath (B) RCC Solid Slab/ App. Slab / Wearing coat.

45 Providing 12mm. Thick Pre-moulded asphalt filler joints as per 82.80 One Sqm 703.52

46 Providing G.I. 100mm. Diameter water spouts including 80.00 One No 536.02

necessary iron gratings as per drawings.

47 Providing flood gauge marks on sub structure as per design 44.50 One Rmt. 167.03

including painting complete

48 Painting Two Coats on New Concrete Surfaces (Painting two 199.00 One Sqm 81.81

coats after filling the surface with synthetic enamel paint in all

shades on new plastered concrete surfaces) - For inner face of

Kerb / Crash Barrier

49 Filling available excavated earth (excluding rock ) in trenches 427.10 One Cum 136.91

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

depth consolidating each deposited layer by ramming and

50 Supplying and fixing reinforced concrete heavy duty non 110.00 One Rmt. 3,596.93

presure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specification including setting and joinng the

pipes in C.M. 1:2 watering and laying (to level or slope) of I.S.

Class NP-3 of following internal diameter with all lead and lift.

Item Rate in Total Amount

Item Rate in Total Amount

Item Description Quantity Unit

No. Figure (in Rs.)

51 Dismantling the existing structure including removing and 194.40 One Cum 409.22

stacking the dismantled materials as and where directed.

Stone/Rubble masonary.

52 Dismantling the existing structure including removing and 404.10 One Cum 930.35

stacking the dismantled materials as and where directed. RCC

53 Dismantling G.I. Pipes G.S.W. Pipes and A.C Rain water pipes 82.50 One Rmt. 76.67

with fitting and clamps including stacking the materials with

all lead and lift (for any of pipe)

54 Removing all type of hume pipes and stacking including all lead 34.00 One Rmt 183.16

of earthwork and dismantling of masonry works.

(A) Up to 600 mm dia

55 Dismentaling the existing structure including removing and 39.50 One Cum 630.24

stacking the dismentelled materials as and where directed. (A)

56 Dismantling of Flexible Pavements (Dismantling of flexible 33.00 One Cum 403.75

pavements and disposal of dismantled materials up to a lead of

1000 metres, stacking serviceable and unserviceable materials

separately) ii) By Mechanical means. A) Bituminous course

57 Dismantling of Cement Concrete Pavement (Dismantling of 87.00 One Cum 744.37

cement concrete pavement by mechanical means using

pneumatic tools, breaking to pieces not exceeding 0.02 cum in

volume and stock piling at designated locations and disposal of

dismantled materials up to a lead of 1000 metres, stacking

serviceable and unserviceable materials separately).

58 Providing temporary all weather and fair weather diversion 424.00 One Rmt. 3,152.47

suitable for traffic during the construction period of the bridge /

Slab drain including providing necessary drains and all safety

measures including red lamps / signals at night for traffic etc.

59 Providing and fixing Flood guage post mark of 'C' angle size 2.00 One No 1,140.29

100mm x 50mm x 6mm thick (in head wall 0.500mt. And

1.50mt. Out side with painting and lettering with redeum color

Item Rate in Total Amount

Item Rate in Total Amount

Item Description Quantity Unit

No. Figure (in Rs.)

60 Regulatory / Mandatory Sign :-Providing and fixing sign boards 2.00 One No 4,618.73

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 refiectivesheeting of Type-11 as per ASTM D-4956 and

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

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

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

painted with bestquality epoxy coatings in black and white

bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be in

1:2:4 CC blockof 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 10 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-C Type-11 Retro Reflective sheeting

61 Distance Informatory / Destination Sign :-Providing and fixing 2.00 One No 20,918.11

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

(Aluminum composite Panel); size 180x120 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 refiectivesheeting of Type-11 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 bestquality epoxy coatings in black

and white bends. The details of symbol foreach board shall be as

per theinstruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC blockof 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 10 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-C Type-11 Retro Reflective sheeting

62 Diversion Ahead Sign :-Providing and fixing sign boards made 2.00 One No 10,671.66

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

Panel); size 180x60 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 refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T. Specifications; 3.1 mtr long stand post (2 Nos.)

of 50 x 50 x 5mm / 50NB Circular MS Pipe as required and

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

painted with bestquality epoxy coatings in black and white

bends. The details of symbol foreach 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 10 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-C Type-11 Retro Reflective sheeting

Item Rate in Total Amount

Item Rate in Total Amount

Item Description Quantity Unit

No. Figure (in Rs.)

63 Men at work (2' x 2') sign :-Providing and fixing sign boards 2.00 One No 4,962.13

made out of 2.0 mm aluminium sheet / 4 mm ACP(Aluminum

composite Panel); size 60cm x 60cm square 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 refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T. Specifications; 3.3 mtr long 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 bestquality 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 blockof 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 10 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-C Type-11 Retro Reflective sheeting

64 Sign board per Squate Meter :-Providing and fixing sign boards 5.00 One No 12,310.89

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

composite Panel); size 1meter x1 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 refiectivesheeting of Type-11 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 bestquality 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 blockof 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 10 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-C Type-11 Retro Reflective sheeting

65 Cautionary Warning Sign :-Providing and fixing sign boards 2.00 One No 5,077.27

made 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 refiectivesheeting of Type-11 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

x 35 x 3mm; painted with bestquality epoxy coatings in black

and white bends. The details of symbol foreach board shall be as

per theinstruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC blockof 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 10 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-C Type-11 Retro Reflective sheeting

Item Rate in Total Amount

Item Rate in Total Amount

Item Description Quantity Unit

No. Figure (in Rs.)

66 Chevron sign :-Providing and fixing sign boards made out of 10.00 One No 4,681.35

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50 cm 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

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3 mtr long 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

bestquality 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 blockof 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 10 years for

the Retro reflective sheeting from originaa 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-C Type-11 Retro Reflective sheeting

67 Hazard Marker Sign :-Providing and fixing sign boards made 2.00 One No 3,666.30

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

composite Panel); size 90x30 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 refiectivesheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T. Specifications; 1.8mtr long stand post of

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 bestquality epoxy coatings in black and white

bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be in

1:2:4 CC blockof 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 10 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-C Type-11 Retro Reflective sheeting

Item Rate in Total Amount

Item Rate in Total Amount

Item Description Quantity Unit

No. Figure (in Rs.)

68 Hazard Marker Sign :-Providing and fixing sign boards made 8.00 One No 3,518.68

out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum

composite Panel); size 90x30 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

x 35 x 3mm; painted with bestquality 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 blockof 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

69 Cautionary Warning Sign : Providing and fixing sign boards 2.00 One No 3,808.65

made out of 2mm Aluminium sheet size 90x90x90 cms.

Equilateral treangle as per the design of IRC-67-1977 pre treated

with phospheting process and acid etching coated with one coat

of apoxy primer and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest MOST

specification 3.1 Mt. long stand post and frame fabricated from

suitable size iron angle of 35x35x3mm, 75x75x6mm. as required

painted with best quality epoxy coating in black and white bends

the details of symbole 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 45x45x60cms. for each leg including

excavation curring etc. complete under the supervision of

engineer in charge (A) Engineering Grade.

Item Rate in Total Amount

Item Rate in Total Amount

Item Description Quantity Unit

No. Figure (in Rs.)

70 MMGSY Project Information Board: Providing and fixing of typical 2.00 One No 11,529.15

PMGSY Project informatory sign board with Logo as per 1700 of

MORD specifications and drawing. The board will be a composite unit

consisting of Three Plates ACM (Aluminum Composite Material),

material specificaitons as per clause 17001.3. The top most plate will

be of 3mm ACM in diamond shape of 600x600mm size, riveted with

MS angle iron frame of 25mmx25mmx5mm size on back on edges. The

middle 4mm ACM plate of will be 1200x150mm size riveted with MS

angle iron frame of 25mmx25mmx5mm size on back on edges. The

main 4mm ACM lower most plate will be 1500mmx600mm size,

riveted with MS angle iron frame of 25mmx25mmx5mm 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 x75mm (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 embeded

in cement concrete M15 grade block of 450x450x600mm 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 47mmx47mm, thickness 12SWG 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, 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. Al 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 Signage Guide and as

directed by Engineer-In-charge. . A warranty for 5 years for the Retro

reflective sheeting for Class-A respectively, from original manufacturer

shall be submitted by contractor.

71 Road marking with hot applied thermoplastic paints with 92.00 One sqm 367.72

reflectorising glass beads on bitumin 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 beds 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 color marking should

provide liminance coefficinet on cemend road shalll be min

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

Item Rate in Total Amount

Item Rate in Total Amount

Item Description Quantity Unit

No. Figure (in Rs.)

72 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 74.00 One 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 +/- 2 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 Providing and applying anti carbonation, anti fading, mold 1325.00 One sqm 120.99

resistant, heat insulating, and 100% acrylic breathable

decorative external waterproof coating of approved shade for

Pier/Abutment, Riding return, Square return, Protection wall,

Pier / Abutment Cap, Dirt wall, Solid slab etc. having Viscosity

@ Room Temperature by Ford cup No. B-4 (dilute 2 parts of

product with I part of water) 18 to 30 sec. pH of 7.00 to

and Sp. Gravity @ Room Temperature 1.30+0.1, tested for

carbon dioxide diffusion resistance properties for coating

materials and coating systems for exterior masonry and concrete

as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A"

accredited institution.

74 Carrying out load test of super structure as directed including 200.00 One MT 169.92

all necessary materials plant equipement, instruments, labour

and arrangements for test directed.

75 Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and 284.00 One Rmt 4,145.04

erecting a "Thrie" metal beam crash barrier 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

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 811)

76 Providing and fixing guard stone as per I.R.C. type design 236.00 One No 103.56

including white washing etc. complete

77 Scarifying bitumen macadam surface 6 cm to 10 cm.depth 327.00 One Cum 41.60

including stacking useful materials on road side and disposing

off remaining stuff (A) On Existing Road

78 Construction of Subgrade with approved material obtained from 177.00 One Cum 357.01

borrow pits with all lifts and leads, transporting to site

spreading, grading to required slope and compacting to meet

requirement to MoRTH table 300-2 in layers not more than

mm thick as directed by engineer in charge.(Effective CBR

Item Rate in Total Amount

Item Rate in Total Amount

Item Description Quantity Unit

No. Figure (in Rs.)

79 Construction of granular sub-base (Grade - 1) by providing 239.00 One Cum 1,225.83

coarse graded material, spreading in uniform layers 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, complete as per MoRTH clause

80 Providing, laying, spreading and compacting graded stone 296.90 One Cum 1,837.98

aggregate to wet mix macadam (in two layers) 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, complete as per MoRTH

81 Providing and applying Prime coat with Slow Setting Bitumen 1336.50 One Sqm 58.40

Emulsion binder (SS- 1) @ rate of 7.5 Kg./10 sq.m. of road

surface using Emulsion pressure sprayer etc.,cleaning the road

surface complete including cost of material labour etc complete

as directed by engineer in charge.

82 Providing and applying tack coat with Rapid Setting Bitumen 1337.00 One Sqm 24.14

Emulsion binder (RS- 1) @ rate of 2.5 Kg./10 sq.m. of road

surface using Emulsion pressure sprayer etc., cleaning the road

surface complete including cost of material labour etc complete

as directed by engineer in charge.

83 Providing and laying 25 mm thick (Compacted ) Semi -dence 33.80 One MT 3,471.53

Bituminous concrete on exiting bituminous surface and using

specified graded black trapped machine crushed aggregate with

5% Bitumen Vg-30 - 60/70 grade bitumen by Wt of total mix as

per MORTH specification including heating and mixing of

asphalt with B.T. chips in continuous batch mix plant and

transporting same at site and speading by sensor paver finisher

and consolidation the same with pair of 8 tonnes to 10 tonnes

vibratory roller to achive desire density and including flusing the

stone dust @0.03 cum/10smt including cost of required tools

plants, all machineries, equipment fire wood , oil, kerosene,

charges etc. complete.

84 Providing and laying compacted Bituminous concrete using BT 70.50 One MT 3,666.64

aggregate as per MORTH gradation ,specification and asphalt

Grade VG 30 mixing @54.00 Kg /MT of total Wt. of mix i.e.

(5.40% of total weight mix) including heating and mixing

aggregate & asphalt by batch mix plant spreading the same by

sensor paver finisher including rolling & consolidation with 10-

12 tonne vibratory roller,Tandem Roller ,PTR & providing all

materials equipment's tools & plants, fire wood, oil

kerossene,labour charges , using contractor 's own machinery

etc. Complete as directed by engineer in charge as per MoRTH

85 Providing and laying 20 mm thick mix seal surfacing using 33.00 One MT 3,578.50

spcified graded crushed Black Trap stone aggregates as per

MORTH gradetion using VG-30 bulk bitumen for mixing at the

rate of 5.1 % (51.00 Kg./M.T.) by hot mix process and hot laid

process using paver finisher to the required camber and grade,

including rolling with vibratory roller to achive desier density

including cost of fier wood, oil, Kerosene, labour charges and

hier charges of machinaries etc. complete.

Item Rate in Total Amount

Item Rate in Total Amount

Item Description Quantity Unit

No. Figure (in Rs.)

86 Providing and erecting a "W" metal crash barrier comprising of 284.00 One Rmt. 3,723.46

3mm thick currugated sheet metal beam rail, 70cm above

Road/Ground level, fixed on ISMC series channel vertical post,

150x75x5mm spaced 2m center to center, 1.8m high, 1.1m

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

galavanized 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 150x75x5mm, 330mm long

complete as per clause

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should be written in figures and

words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

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

* (Please strike out whicever is not applicable)

Note: Credit Value of Dismantle material & Credit value of Diversion work Rs. 13,79,885.21 shall be recovered from First-2

RA Bill of Contractor. (RA-1 & RA-2)

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Devbhumi Dwarka