MMGSY

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 0.16 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

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

unserviceable materials © By mechanical means in area of Light

2 Earthwork for embankment including breaking clods, dressing 263.00 One 173.31

with all lead and lift (excluding watering and consolidation) Cum

Selected soil from borrow area within 3.00 Km lead

3 WBM Grading 1 Providing, laying, spreading and compacting 516.50 One 1544.57

stone aggregates of 90 to 45mm sizes to water bound macadam Cum

specification including spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-100 kN in stages to

proper grade and camber, applying and brooming, stone

screening/bindingmaterials to fill-up the interstices of coarse

aggregate, wateringand compacting to the required density

grading I as per TechnicalSpecification Clause 405. By Manual

4 Rolling and Watering of earthwork in layers with vibratory roller 1046.00 One 23.18

including filling in depression which occur during the process as Cum

5 Earth work for embankment including breaking clods, dressing 612.00 One 161.67

with all lead and lift. (Excluding watering and consolidation) Cum

Selected soil From borrow area within land width, executed with

machineries (Selected soil to be used For earthwork shall be From

BORROW AREA only having CBR not less than 6.00%)

6 Excavation for foundation upto 1.5 m depth including sorting 157.00 One 259.93

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 mtr lead. Dense or hard soil.

7 Excavation for foundation upto 1.5m depth including sorting out 78.00 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

8 Excavation for foundation in sand, gravel, clay soft soils and 1121.00 One 523.28

murrum etc. including shoring, strutting dewatering as necessary Cum

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

3.00mt and lead upto 100m

9 Excavation of foundation in hard murrum and boulders and very 1241.00 One 625.88

stiff or sticky clays and other similar strata including shorting out Cum

and struting and dewatering as necessary and disposing of the

excavated stuff as directed.

10 Excavation in large boulders and soft rock by wedging including 1073.00 One 733.62

shoring, strutting and dewatering as necessary and disposing of Cum

the excavated stuff as directed,

11 Excavation in hard rock by dry-wet blasting and chiseling 242.00 One 1715.19

including dewatering preparing foundation base by proper Cum

benching and stepping and disposing of the excavated stuff as

directed (B) Blasting prohibited.

12 Providing and fixing Mild steel dowel bar of minimum 32mm dia. 270.00 One 450.07

For anchoring by drilling holes in foundation strata including Rmt.

necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

13 Providing and laying rubble for apron (Each stone weighting not 475.00 One 1092.52

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

with quarry spalls.

14 Providing and casting in situ ordinary cement concrete M-15 mix 2173.00 One 3938.30

and providing necessary pin headers including shuttering, Cum

scafilding, laying vibrating, curing and finishing complete

Without V-Grooves. (A) Height from 0.0 m to 5.0m

15 Providing and filling in foundation with ordinary cement 704.60 One 3362.25

concrete M-10 mix and providing necessary vertical pin headers Cum

incl. Formwork, vibrating, ramming and curing complete.

16 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 155.70 One 4308.34

and providing pin headers including shuttering scafolding, Cum

laying, vibrating, curring and finishing complete without V-

grooves (A) Height from 0.0 M to 5.0 M

17 Providing and casting in situ controlled cement concrete M-30 for 227.70 One 5584.56

various thickness wearing coat laid as directed including Cum

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

bitumen complete.

18 Providing and casting in situ controlled cement concrete M-20 for 885.00 One 5247.04

R.C.C. work in Pier, Abutment, Return & Riding Return as per Cum

drawings including centering shuttering, scaffolding where

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

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

19 Providing and casting in situ Controlled Cement Concrete M-250 232.40 One 4745.95

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

laying, vibrating ramming of curing complete.

20 Providing and casting in situ Contolled Cement concrete M 20 for 31.40 One 5327.23

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

controlled cement concrete M 25 bed block or pedestals for

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

21 Providing and casting in situ Controlled cement concrete M 25 for 47.40 One 5432.96

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

controlled cement concrete M 30 bed block or pedestals for

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

22 Providing and casting in situ Controlled cement concrete M 25 for 375.70 One 5383.86

R.C.C. Solid slab including centering, scaffolding, curing and Cum

finishing complete.

23 Providing and casting in situ Contolled cement concrete- M-20 262.50 One 5320.25

for varies wearing coat laid as directed incuding. tamping, Cum

vibrating, finishing, curring and filling in joints with bitumen

24 Providing and casting in situ Contolled cement concrete- M-20 54.10 One 5178.40

for Approach slab including formwork, curing and finishing Cum

25 Providing and casting in situ Controlled cement concrete M 25 46.30 One 5284.13

for Approach slab including formwork, curing and finishing Cum

26 Providing and casting in situ Controlled cement concrete- M-200 11.74 One 4886.92

Kerb/Kerb blocks including formwork,curing and finishing Cum

27 Providing and laying weep hole in Abutments and returns by 175.00 One 62.93

using A.C. pipe of 100mm. Incl. fixing in proper grade and No

jointing the complete as per detailed specification

28 Providing and laying weep hole in Aburtments, and returns by 749.00 One 355.52

using PVC pipe of 100MM including fixing in proper grade and No

jointing the complete as per detailed specification.

29 Providing and laying filter media 600mm. thick directed at the 312.10 One 1268.86

back of abutments, returns and wing walls as per detailed Sqm

specifications.

30 Providing and fixing in position Mild steel dowel bars in pier cap 54.00 One 341.29

or abutment caps for anchorage in fixed end as per detailed No

drawings including cutting bending and welding complete.

31 Providing and fixing in position Mild steel dowel bars in pier cap 54.00 One 399.70

or abutment caps for anchorage in free end as per detailed No

drawings including cutting bending and welding complete.

32 Providing and laying in Position FE 500/500D TMT bar 11.035 One 73858.69

reinforcement including cutting, bending, hooking and tying MT

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

Abutments (C) Returns (D) Walls / Caps/ Copings etc.

33 Providing and Fixing in position FE 500D TMT bar reinforcement 41.200 One 73243.02

including cutting, bending, hooking, and tying complete as per MT

detailed drawaing (A) Solid Slab /App. Slab /Wearing coat.

34 Providing & Fixing of Precast R.C.C. Railing of M-30 Grade 131.00 One 2154.33

Concrete having 2 tire (Row) of Hand Rail dimension as shown in Rmt.

detail drawing & Vertical Post such as c/c pacing between vertical

posts not to exceed 1.625 m including necessary TMT steel, Form

Work, Painting with Weatherproof Paint, Supplying of all

material, Labour etc. complete as per instruction of Engineer-in-

35 Providing & Fixing of Precast R.C.C. Railing of M-30 Grade 116.00 One 1671.00

Concrete having 2 - tire (Row) of Hand Rail dimension as shown Rmt.

in detail drawing & Vertical Post such as c/c pacing between

vertical posts not to exceed 2.0 m including necessary TMT steel,

Form Work, Painting with Weatherproof Paint, Supplying of all

material, Labour etc. complete as per instruction of Engineer-in-

36 Providing 12mm. Thick Pre-moulded asphalt filler joints as per 200.50 One 703.53

37 Providing PVC 100mm. Diameter water spouts including 216.00 One 159.37

necessary iron gratings as per drawings. No

38 Filling available excavated earth (excluding rock ) in trenches 2214.00 One 137.47

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

depth consolidating each deposited layer by ramming and

39 Supplying and fixing reinforced concrete heavy duty nonpressure 172.00 One 5560.01

pipes with collars for culverts carrying heavy traffic as per IS 458- Rmt.

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

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

internal daimeters.I)1200mm. Dia

40 Dismantling the existing structure including removing and 346.70 One 418.97

stacking the dismantled materials as and where directed. Rubble Cum

41 Dismantling the existing structure including removing and 249.00 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

42 Removing all types of Hume pipes and stacking within a lead of 59.40 One 433.59

1000m including earthwork and Dismantaling of Masonary Rmt.

works as per technical Specification Clause 202.(B) Above

mm to 900 mm dia Hume pipe

43 Demolition and disposal of un serviceable materials with all lead 613.70 One 637.86

and lift (ii) Un reinforced cement concrete Cum

44 Diversion: Providing temporary diversion suitable for traffic 200.00 One 2326.03

during the construction period of the Bridge / Box Structure Rmt.

work by levelling existing ground and constructiong suitable

compacted embankment, road surface with providing, laying &

consolidation of 200 mm WBM in layers on carriage width with

safety measures like sign board, guard stone & maintain for

motorable road throughout construction period etc. and also

dismantle diversion after completion of work etc. complete as per

instrucion of Engineer-in-Charge.

45 Providing and casting in situ controlled cement concrete M-150 15.90 One 4389.61

for various thick Wearing coat laid as directed including tamping, Cum

vibrating, finishing, curing and filling in joints with bitumen

46 Providing and casting in situ Ordinary Cement Concrete M-150 194.00 One 3816.61

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

laying, vibrating ramming of curing complete.

47 Providing and casting in situ controlled cement concrete DMC M- 314.40 One 5247.04

20 for mass concrete for foundation below Piers, Abutments & Cum

Square Return including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing.complete as per

48 Providing and casting in situ controlled cement concrete M-25 10.80 One 4992.64

mix for kerbs/Kerb blocks including formwork,curing and Cum

finishing complete.

49 Providing and laying in position FE 550 D TMT bar reinforcement 14.59 One 81154.93

including including providing fusion bonded Epoxy coating not MT

less than 175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775 M including

testing of coating at plant and all taxes including cutting, bending,

hooking and tying complete as per detailed drawings for the

following. (A) Piers (B) Abutments (C) R.C.C. Returns / Walls/

Caps/ Copings etc.

50 Providing and placing in position FE 500 D TMT bar 23.06 One 80539.26

reinforcement including providing fusion bonded Epoxy coating MT

not less than 175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ ASTM-775 M including

testing of coating at plant and all taxes including testing of

coating at plant and all taxes including cutting, bending, hooking,

and tying complete as per detailed drawing.(A) Solid Slab. / App

slab / Wearing Coat

51 Providing and placing in position FE 500/500D TMT bar 0.59 One 73243.02

reinforcement including cutting, bending, hooking and tying MT

complete as per detailed drawing for the following.(A)Piers (B)

Abutments (C ) Returns (D) Walls/ Caps/ Copings etc.

52 Providing and fixing "W" type metal beam crash safety barrier 267.00 One 3201.70

comprising of single row 3 mm thick galvenized sheet to be fixed Rmt.

on ISMC 150 (150 mm x 75 mm x 5.4 mm) series channel vertical

post to be spaced 2.0 mtr c/c to be kept 1.65 mtr height including

necessary foundation, fittings with bolts, painting and Readiam

patta and required all process as per specification and as per

53 Providing and fixing marble slab including engraving and 2.00 One 1012.65

painting complete. (i) Size 75cm x 60cm x 4cm. No

54 Providing and Fixing Flood guage post confirming to IRC 67-2001 2.00 One 3046.16

using engineering grade retro reflective sheeting including No

lettering and border as directed. For New structure.

55 Providing and erecting a "W" metal beam crash barrier 180.00 One 3468.34

comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm Rmt.

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

post, 150 x 75 x 5 mm spaced 2 m centre to 12 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 75 x 5 mm 330 mm long complete

56 Supplying & laying of bi-axial extruded high modulus 155.00 One 253.51

polypropylene geogrid conforming to MORT&H specification for Sqm

base/sub-base reinforcement having minimum tensile strength

30kN/m in the longitudinal and transverse direction, with

10.5kN/m and 21kN/m tensile strength at 2% and 5% strain

respectively in the longitudinal and transverse direction, junction

efficiency not less than 95% and with 38mm X 38mm mesh

57 Cautionary Warning Sign-Providing and fixing sign boards made 2.00 One 3906.18

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite No

Panel); size 90 x 190 x 90 cms. equilateral triangle as per design of

IRC-67-2012. Pre treated with phospheting process & acid etching;

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

epoxy paint; reflectorised with High Intensity Prismatic Grade

retro refiectivesheeting 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 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

58 Facility Informatory Sign :-Providing and fixing sign boards made 6.00 One 3990.64

out of 2mm aluminium sheet/4mm ACP (Aluminum composite No

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 High Intensity Prismatic Grade retro

reflectivesheeting 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 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

59 Hazard Marker Sign :-Providing and fixing sign boards made out 10.00 One 3518.69

of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite No

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 35 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

60 Providing temporary all weather and fair weather diversion 80.00 One 2470.35

suitable for traffic during the construction period of the bridge Rmt.

including providing necessary drains and all safety measures

including Earth Work, Quarry Spall, WBM, Pipe With

Maintanance red/lamps/signal at night for traffic etc. complete

61 Providing and laying PP Extruded Geogrid techgrid PP 3030 725.70 One 116.15

having sperture of 38mmx38mm. The Biaxial Geogrid shall have Sqm

tensil strength of 11kn/m @21.6kn/m 2% & 5% strain respectively

& confirm to attached specification as per direction of Engineer-in-

62 Providing temporary diversion suitable for traffic during the 30.00 One 721.24

construction period of the bridge/ cd work by levelling existing Rmt.

ground and supplying and spreading quarry spall in layers etc.

63 Providing temporary all weather and fair weather diversion 160.00 One 1151.30

suitable for traffic during the construction Period of the bridge Rmt.

/Slab drain including providing necessary drains and all safety

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

Four Crore Twenty Six Lakh Ninety Seven Thousand Fifty Four Rupees And Seventy Six Paisa

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

* 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

NOTE: Amount Rs 413196.07 of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Palitana Bhavnagar