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 Earthwork for embankment including breaking clods, dressing 716.00 One 173.31

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

2 Providing, laying, spreading and compacting of Quarry spall 147.00 One 430.19

including spreading,Rolling Watering etc with all lead of 5 Kms. Cum

3 WBM Grading 1 Providing, laying, spreading and compacting 403.00 One 1458.42

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 969.00 One 23.18

including filling in depression which occur during the process as Cum

5 Earth work for embankment including breaking clods, dressing 546.00 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%)

6 Excavation for foundation upto 1.5 m depth including sorting 1243.00 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 850.00 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

8 Excavation in large boulders and soft rock by wedging including 1079.00 One 733.62

shoring, strutting and dewatering as necessary and disposing of Cum

the excavated stuff as directed,

9 Excavation in hard rock by dry-wet blasting and chiseling 578.00 One 1715.19

including dewatering preparing foundation base by proper Cum

benching and stepping and disposing of the excavated stuff as

directed (B) Prohibited Blasting Work.

10 Providing and laying rubble for apron (Each stone weighting not 341.00 One 1092.51

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

with quarry spalls.

11 Providing and casting in situ ordinary cement concrete M-150 mix 2735.70 One 3938.30

and providing necessary pin headers including shuttering, Cum

scaffolding, laying vibrating, curing and finishing complete

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

12 Providing and filling in foundation with ordinary cement 612.90 One 3362.24

concrete M-100 mix and providing necessary vertical pin headers Cum

including Formwork, vibrating, ramming and curing complete.

13 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 253.60 One 4308.34

and providing pin headers including shuttering scaffolding, Cum

laying, vibrating, curring and finishing complete without V-

grooves (A) Height from 0.0 M to 5.0 M

14 Providing and casting in situ controlled cement concrete M-30 for 156.80 One 5584.56

varies thickness wearing coat laid as directed including tamping, Cum

vibrating, finishing, curing and filling in joints with bitumen

15 Providing and casting in situ Contolled cement concrete- M-200 218.20 One 5320.24

for avarage 75/150/200MM thick wearing coat laid as directed Cum

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

joints with bitumen complete.

16 Providing and applying one coat Epoxy Phenolic primer of DFT 1603.00 One 233.31

50 micron and two coats of Polyurethane (aliphatic) epoxy paint- Sqm

75 micron DFT each or any other equivalent epoxy coating system

to all concrete surfaces exposed to atmosphere in Substructure &

Super Structure as directed by Engineer and as per specification.

17 Providing and laying weep hole in Abutments and returns by 610.00 One 62.93

using A.C. / P.V.C pipe of 100mm. Incl. fixing in proper grade No

and jointing the complete as per detailed specification

18 Providing and laying weep hole in Aburtments, and returns by 295.00 One 355.52

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

jointing the complete as per detailed specification.

19 Providing and laying filter media 600mm. thick directed at the 71.00 One 1268.86

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

specifications.

20 Providing and laying in Position FE 500D TMT bar reinforcement 17.100 One 73858.69

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

detailed drawings for the following (A) Piers (B) Abutments (C)

R.C.C. Returns / Walls / Caps/ Copings etc.

21 Providing and Fixing in position FE 500/ 500D TMT bar 54.180 One 73243.02

reinforcement including cutting, bending and tying complete as MT

per detailed drawaing (A)RCC kerb (B) RCC Footpath (C) RCC

App. Slab (D) Wearing coat.

22 Construction of Precast R.C.C. railing of M 30 grade concrete 102.00 One 2063.43

having 2-tire (Row) of hand rail 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.

23 Providing 12 mm Thick Pre-moulded asphalt filler joints as per 114.00 One 703.52

24 Providing PVC 100mm. Diameter water spouts including 48.00 One 159.36

necessary iron gratings as per drawings. No

25 Filling available excavated earth (excluding rock ) in trenches 2531.00 One 137.47

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

depth consolidating each deposited layer by ramming and

26 Supplying and fixing reinforced concrete heavy duty nonpressure 80.00 One 3469.25

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)900mm. Dia

27 Supplying and fixing reinforced concrete heavy duty nonpressure 142.50 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

28 Demolition and disposal of un serviceable materials with all lead 205.00 One 637.85

and lift (ii) Un reinforced cement concrete Cum

29 Diversion: Providing temporary diversion suitable for traffic 100.00 One 2002.83

during the construction period of the C.D. Structure work by Rmt.

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.

30 Providing and casting -in-situ controlled cement concrete M-30 for 193.20 One 5511.35

R.C.C. Wall/ Return as per drawings including centering Cum

shuttering, scaffolding where necessary, laying vibrating, curing

and finishing complete.(A) Height from 0.0 to 5.0 M. (1)

Piers/R.C.C. Walls (2) Abutment (3) RCC return

31 Providing and cast in situ Ordinary Cement Concrete M-200 for 35.20 One 4382.70

average 75/150/200 mm thick wearing coat laid as directed Cum

incuding. tamping, vibrating, finishing, curing and filling in joints

with bitumen complete.

32 Providing and casting in situ Controlled cement concrete M 30 159.50 One 5453.32

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

finishing complete.

33 Providing and casting in situ Controlled cement concrete M 30 16.10 One 5442.71

for Approach slab including formwork, curing and finishing Cum

34 Providing and casting in situ controlled cement concrete M-30 for 9.70 One 5151.23

kerbs/Kerb blocks including formwork,curing and finishing Cum

35 Providing and casting in situ. controlled Cement Conrete M-30 for 218.80 One 4904.54

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

laying, vibrating ramming of curing complete

36 Providing and Fixing Flood guage post confirming to IRC 67-2001 6.00 One 3046.16

using engineering grade retro reflective sheeting including No

lettering and border as directed. For New structure.

37 Providing and erecting a "W" metal beam crash barrier 160.00 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

38 Supplying & laying of bi-axial extruded high modulus 652.70 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

39 Cautionary warning sign:-Providing & Fixing sign boards made 2.00 One 3808.65

out of 2mm. alluminium sheet size 90x90x90cms. equilateral No

triangle as per design of IRC-67-1977 Pretrated with phospheting

process & acid atching : coated with one coat of apoxy primer and

two coats of best quality epoxy paint, reflectrorised with retro

reflective sheeting as per latest MOSTspecifications. 3.1mt. lomg

stand post & frame fabricated from suitable size iron angle of

35x35x3 mm., 75x75x6mm. required paited with best quality

epoxy coatings in black and white bends, the detail of symbols for

each board shall be as per the instruction of the engineer in

charge. The fixing at site shall be in C.C. 1:2:4 block of size

45x45x60 cms for each leg, incl. excavation,curing etc. comp.under

the supervision of Engineer - in charge.

(A) Engineer Grade

40 Informatory Signs:-Providing and fixing sing boards made out of 2.00 One 3856.89

2mm aluminium sheet; size 90 x 60cms. rectangle as per the No

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

acid teching; coated with one coat of epoxyprimer and two coats

of best qualityepoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; 3.1m long stand

postand frame fabricated from suitable sizeiron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best qualityepoxy

coatings in black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall be as per the

instruction ofengineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x45 x 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer in charge.

(A) Engineer Grade

41 Cautionary Warning Sign-Providing and fixing sign boards made 6.00 One 3906.18

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

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 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

42 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

43 Hazard Marker Sign :-Providing and fixing sign boards made out 12.00 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

44 Providing temporary diversion suitable for traffic during the 340.00 One 783.76

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

ground and supplying and spreading quarry spall in layers etc.

Three Crore Nineteen Lakh Eighty Thouasand Two Hundred Fourteen Rupees And Six Paisa.

I \ We am \ are willing to carry out the work at ……………………… % above \ below 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 tender.

NOTE: Amount Rs 140198.1 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

Shihor Bhavnagar