MMGSY

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to Rate In

Quantity Unit Amount

No. book of Specification) Figures

1 WBM Grading 1 Providing, laying, spreading and compacting 241.00 One 1509.54

stone aggregates of 45 to 90mm sizes 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

2 Rolling and Watering of earthwork in layers with vibratory roller 412.00 One 23.18

including filling in depression which occur during the process as Cum

3 Earth work for embankment including breaking clods, dressing 468.00 One 161.67

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

Selected soil From borrow area within Land Width from 1.00 km

lead Executed with machineries.(Selected soil to be used For

earthwork shall be From BORROW AREA only having CBR not

less than 6.00%)

4 Excavation for foundation upto 1.5 m depth including sorting out 209.00 One 259.93

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Dense or hard soil.

5 Excavation for foundation upto 1.5m depth including sorting out 181.00 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

6 Excavation for foundation in sand, gravel, clay soft soils and 724.00 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

7 Providing and laying rubble for apron (Each stone weighting not 73.60 One 1092.51

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

with quarry spalls.

8 Providing and casting in situ ordinary cement concrete M-15 mix 771.50 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

9 Providing and filling in foundation with ordinary cement concrete 256.80 One 3362.25

M-100 mix and providing necessary vertical pin headers incl. Cum

Formwork, vibrating, ramming and curing complete.

10 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 181.80 One 4308.34

and providing pin headers including shuttering scafolding, laying, Cum

vibrating, curring and finishing complete without V-grooves (A)

Height from 0.0 M to 5.0 M

11 Providing and casting in situ Controlled Cement Concrete M-250 123.20 One 4745.95

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

laying, vibrating ramming of curing complete.

12 Providing and casting in situ Controlled cement concrete M 25 for 45.00 One 5475.63

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

finishing complete.

13 Providing and casting in situ Contolled cement concrete- M-20 for 184.50 One 5320.25

various thickness wearing coat laid as directed incuding. tamping, Cum

vibrating, finishing, curring and filling in joints with bitumen

Item Description of Item (With brief specification and reference to Rate In

Quantity Unit Amount

No. book of Specification) Figures

14 Providing and casting in situ Contolled cement concrete- M-20 34.00 One 5178.40

for Approach slab including formwork, curing and finishing Cum

15 Providing and casting in situ Controlled cement concrete- M-20 3.40 One 4886.91

Kerb/Kerb blocks including formwork,curing and finishing Cum

16 Providing and laying weep hole in Abutments, and returns by 298.00 One 62.93

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

jointing the complete as per detailed specification

17 Providing and laying filter media 600mm. thick directed at the 102.00 One 1268.86

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

specifications.

18 Providing and laying in Position FE 500/ 500D TMT bar 5.373 One 73858.69

reinforcement including cutting, bending, hooking and tying MT

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

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

19 Providing and Fixing in position FE 500D TMT bar reinforcement 19.733 One 73243.02

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

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

20 Construction of Precast R.C.C. railing of M 30 grade concrete 59.80 One 1674.87

having 2-tire (Row) of hand pail dimension as shown on detail Rmt.

drawing and vertical posts not to exceed 2.0m including necessary

TMT steel, formwork, painting with weateherproof paint,

supoplying of all materail, labour etc. complete as per instruction

of Engineer-in-chargee.

21 Providing 12mm Thick Pre-moulded asphalt filler joints as per 22.00 One 703.52

22 Providing PVC 100mm. Diameter water spouts (Weep 24.00 One 159.36

Hole)including necessary iron gratings as per drawings. No

23 Filling available excavated earth (excluding rock ) in trenches 824.00 One 137.47

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

depth consolidating each deposited layer by ramming and

24 Supplying and fixing reinforced concrete heavy duty nonpressure 37.50 One 5560.00

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

25 Dismantling the existing structure including removing and 62.00 One 418.96

stacking the dismantled materials as and where directed. Rubble Cum

26 Dismantling the existing structure including removing and 41.00 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

27 Removing all types of Hume pipes and stacking within a lead of 22.50 One 399.13

1000m including earthwork and Dismantaling of Masonary works Rmt.

as per technical Specification Clause 202.(B) Above 600 mm to

28 Providing and fixing "W" type metal beam crash safety barrier 120.00 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

Item Description of Item (With brief specification and reference to Rate In

Quantity Unit Amount

No. book of Specification) Figures

29 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.

30 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

31 Facility Informatory Sign :-Providing and fixing sign boards made 1.00 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

Item Description of Item (With brief specification and reference to Rate In

Quantity Unit Amount

No. book of Specification) Figures

32 Hazard Marker Sign :-Providing and fixing sign boards made out 6.00 One 3518.68

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

33 Providing temporary all weather and fair weather diversion 120.00 One 2452.28

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

34 Providing temporary diversion suitable for traffic during the 120.00 One 721.24

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

ground and supplying and spreading quarry spall in layers etc.

One Crore Ten Lakh Forty Two Thousand Eight Hundred Forty Seven Rupees And Thirty One Paisa