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 677.00 One 169.87

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

Selected soil from borrow area within width from avg lead,

Executed with machineries (Selected soil to be used for earthwork

shall be from Borrow Area only having CBR not less than 6.00%)

2 Providing, laying, spreading and compacting stone aggregates of 271.10 One 1940.23

45 to 90mm sizes water bound macadam (W.B.M.) specification Cum

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 Machinery

3 WBM Grading 2 (By Manual Means) Providing, laying, spreading 49.40 One 1529.31

and compacting stone aggregates of 63 to 45mm sizes to water Cum

bound macadam 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/binding materials to fill-up the interstices of

coarse aggregate, watering and compacting to the required

density.(As per Technical Specification Clause 404)

4 Rolling and Watering of earthwork in layer with vibratory roller 677.00 One 23.18

including filling in depressions which occur during the process as Cum

5 Rolling of Earthwork in layer with power roller including filling 354.70 One 23.17

in depression which occur during the process and watering of Cum

earthwork as directed.

6 Earth work for embankment including breaking clods, dressing 248.30 One 161.67

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

From Borrow Area within 1.0 Km lead and should have CBR not

less than 6.00%.

7 Excavation for foundation upto 1.5 m depth including sorting out 321.70 One 259.93

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Dense or hard soil.

8 Excavation for foundation upto 1.5m depth including sorting out 232.50 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

9 Excavation for foundation in sand, gravel, clay soft soils and 1932.00 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

10 Providing and laying rubble for apron (Each stone weighting not 323.60 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-15 mix 1160.00 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

12 Providing and filling in foundation with ordinary cement concrete 412.00 One 3362.25

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

Formwork, vibrating, ramming and curing complete.

13 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 484.80 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

14 Providing and casting in situ Controlled Cement Concrete M-250 423.30 One 4745.95

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

laying, vibrating ramming of curing complete.

15 Providing and casting in situ Controlled cement concrete M 25 for 158.60 One 5475.63

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

finishing complete.

16 Providing and casting in situ Contolled cement concrete- M-20 for 271.80 One 5320.25

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

vibrating, finishing, curing and filling in joints with bitumen

17 Providing and casting in situ Contolled cement concrete- M-20 53.80 One 5178.40

for Approach slab including formwork, curing and finishing Cum

18 Providing and casting in situ Controlled cement concrete- M-200 9.40 One 4886.91

Kerb/Kerb blocks including formwork,curing and finishing Cum

19 Providing and laying weep hole in Aburtments, and returns by 517.40 One 62.93

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

jointing the complete as per detailed specification.

20 Providing and laying filter media 600mm. thick directed at the 214.00 One 1268.86

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

specifications.

21 Providing and laying in Position FE 500 / 500D TMT bar 7.858 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.

22 Providing and Fixing in position FE 500D TMT bar reinforcement 57.340 One 73243.02

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

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

23 Providing & Fixing of Precast R.C.C. railing of M 30 grade 130.30 One 1674.87

concrete having 2-tire (Row) of hand rail dimension as shown on Rmt.

detail drawing and vertical posts not to exceed 2.0m including

necessary TMT steel, formwork, painting with weateherproof

paint, supplying of all materail, labour etc. complete as per

instruction of Engineer-in-charge.

24 Providing 12 mm Thick Pre-moulded asphalt filler joints as per 59.00 One 703.52

25 Providing PVC 100mm. Diameter water spouts (weep hole) 40.00 One 159.36

including necessary iron gratings as per drawings. No

26 Filling available excavated earth (excluding rock ) in trenches 1507.40 One 137.47

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

depth consolidating each deposited layer by ramming and

27 Supplying and fixing reinforced concrete heavy duty nonpressure 20.00 One 1968.37

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) 600mm. Dia.

28 Supplying and fixing reinforced concrete heavy duty nonpressure 60.00 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

29 Dismantling the existing structure including removing and 221.00 One 418.96

stacking the dismantled materials as and where directed. Rubble Cum

30 Dismantling the existing structure including removing and 419.00 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

31 Dismantling C.I. Pipes G.S.W. Pipes and A.C Rain water pipes 20.00 One 78.49

with fitting and clamps including stacking the materials with all Rmt.

lead and lift (for any dia of pipe)

32 Removing all types of Hume pipes and stacking within a lead of 52.50 One 324.88

1000m including earthwork and Dismantaling of Masonary works Rmt.

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

mm dia Hume pipe

33 Providing and fixing "W" type metal beam crash safety barrier 178.00 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

34 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.

35 Providing and fixing Flood guage post mark of 'C' angle size 4.00 One 1144.33

100mm x 50mm x 6mm thick of length 2.00 Mt. height fixed in No

head wall 0.50 mt. and 1.50mt. Out side with painting and

lettering with radium color as directed.

36 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

37 Informatory Signs:-Providing and fixing sing boards made out of 7.00 One 3856.89

2mm aluminium sheet; size 80 x 60cms. rectangle as per the design No

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 tec. complete under the supervision of engineer in charge.

(A) Engineer Grade

38 Hazard Marker sign : 8.00 One 2423.73

Providing and Fixing sign boards made out of 2mm aluminum No

sheet : size 90*30 cms. rectangle as per design / Drawing attached

(IRC). Pretreated with phospheting process and acid etching :

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

epoxy paint: reflectorised with retro reflective sheeting as per

latest M.O.S.T specification: 3.1 M. long (2 nos) stand post and

frame fabricated from suitable size iron angle of 35*35*3mm and

50*50*5mm : painted with best quality epoxy coatings in black and

white bends the details of symbole 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*45*60 cms for

each leg: including excvation curing etc. comp.under the

supervision of engineer-in-charge. (A) Engineer grade

39 Providing temporary all weather and fair weather diversion 230.00 One 2613.77

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

40 Providing temporary all weather and fair weather diversion 80.00 One 1425.11

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

slab drain / Causeway / HPD etc. including all safety measures

for traffic etc.

41 Providing temporary all weather and fair weather diversion 100.00 One 585.19

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

including providing necessary drains and all safety measures

including Earth Work, Quarry Spall with maintenance

red/lamps/ signals at night for traffic etc. complete

Two Crore Twenty Eight Lakh Seventy One Thousand One Hundred Ninety Nine Rupees And Sixty Six

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 tender.

NOTE: Amount Rs 64775.35 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

Vallabhipur Bhavnagar