MMGSY

BILL OF QUANTITY

Memorandum showing items of works to be carried out

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

1 Earthwork for embankment including breaking clods, dressing 667.42 Cum 150.38

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

From borrow area with all lead and lift.Executed with

machineries.(Selected soil to be used for earthwork shall be

from BORROW AREA only having CBR not less than 6.00%)

2 Rolling and Watering of earthwork in layers with vibratory roller 667.42 Cum 22.48

including filling in depression which occur during the process as

3 WBM Grading-1 71.46 Cum 1172.24

Providing, laying, spreading and compacting stone agg. Of

90mm 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-1 as per Technical

Specification Clasue.405 By menual means.

4 Providing and filling in foundation with ordinary cement concrete 114.15 Cum 3245.56

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

Formwork, vibrating, ramming and curing complete.

5 Providing and casting in situ ordinary cement concrete M-150 82.53 Cum 3818.55

mix and providing necessary pin headers including shuttering,

scafilding, laying vibrating, curing and finishing complete

Without V-Grooves For all Hieght.

6 Providing and Fixing in position FE-500/500D TMT bar 4.05 MT 72601.86

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.

7 Providing and laying in Position FE -500/500D TMT bar 2.22 MT 73217.52

reinforcement including cutting, bending, hooking and tying

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

Abutments (C) Returns (D) Walls etc.

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

8 Providing and fixing "W" shape metal crash safety barrier 120.00 Rmt 2609.84

comprising of 3mm thick galvanised sheet to be fixed on ISMC

150 (150x75x5.4mm) series channel vertical post to be spaced

1.5 mtr. c/c to be kept 1.50mtr height as per MOST spesification

incl. necessary foundation, fittings with bolts, painting and

required all process as per specificaation adndd as per

9 Filling available excavated earth (excluding rock ) in trenches 132.00 Cum 130.39

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

depth consolidating each deposited layer by ramming and

10 Providing and laying weep hole in Abutment and returns by 232.00 No 58.53

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

jointing the complete as per detailed specification.

11 Providing temporary all weather and fair weather diversion 0.00 Rmt 0.00

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.

12 Excavation of foundation in Sand graval caly soft soil and 674.99 Cum 486.76

murrum etc. including shoring, struting dewatering as necessary

and disposing of the excavated stuff as directed. Depth upto

13 Excavation of foundation in hard murrum and boulders and very 76.66 Cum 582.21

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.

14 Providing and laying rubble for apron (Each stone weighting not 66.30 Cum 1041.04

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

interstices with quarry spall.

15 Providing and casting in situ Controlled Cement Concrete M- 21.05 Cum 4612.89

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

shuttering laying, vibrating ramming of curing complete.

16 Providing and casting in situ Controlled cement concrete M-25 52.80 Cum 5293.56

mix for average 75mm thick wearing coat laid as directed

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

with bitumen complete.

17 Providing and casting in situ Controlled cement concrete M 25 22.39 Cum 5322.24

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

finishing complete.

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

18 Providing and casting in situ Contolled cement concrete- M-200 11.36 Cum 5046.00

mix for Approach slab including formwork, curing and finishing

19 Providing and casting in situ Controlled cement concrete- M-20 1.85 Cum 4766.55

mix for kerbs/Kerb blocks including formwork,curing and

finishing complete.

20 Providing and casting in situ Contolled cement concrete- M-200 21.23 Cum 5187.83

for average Various thick wearing coat laid as directed incuding.

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

bitumen complete.

21 Providing and cast in situ controlled Cement Concrete M-200 395.80 Cum 4393.37

Mix and providing necessary pin headers including shuttering

scafolding, laying, vibrating, curring and finishing complete

without V-grooves (A) all heights.

22 Providing 12mm. Thick Pre-moulded asphalt filler joints as per 13.19 Sqm 702.12

23 Providing G.I. 100mm. Diameter water spouts including 6.00 No 536.02

necessary iron gratings as per drawings.

24 Providing and laying filter media 600mm. thick directed at the 48.72 Sqm 1180.33

back of abutments, returns and wing walls as per detailed

specifications.

25 Construction of Precast R.C.C. railing of M 30 grade concrete 31.26 Rm 1831.11

having 2-tire (Raw) of hand pail dimension as shown on detail

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,

26 Finishing wall with weather proof exterior emulsion paint on wall 39.80 Sqm 114.53

surface (two coats) to give an required shapw even shade after

throughly brushing the surface to remove all dirt, and remains of

loose powdered materials. Etc. complete.

27 Dismantling the existing structure including removing and 0.00 Cum 0.00

stacking the dismantled materials as and where directed. RCC

28 Providing and laying PP Extruded Geogrid techgrid PP 3030 419.86 sqm 116.15

having sperture of 38mmx38mm. The Biaxial Geogrid shall

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

respectively & confirm to attached specification as per direction

of Engineer-in-charge

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

29 Informatory Signs :-Providing and fixing sing boards made out 2.00 No 3856.89

of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the

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 tec. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)...

30 Hazard Marker sign : 4.00 No 2423.73

Providing and Fixing sign boards made out of 2mm aluminum

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.(B) Engineering Grade

Rupees Fourty Seven Lakh Thirty Six Thousand Five Hundred Seventy One and Paise Fifty One only

Fixed Deduction for available material from dismantling for First R.A. Bill

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 out as under.

* Estimat 47,36,571.51 * Estimated Amount

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

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

Deduct……..……..% Belowe Rs…………..….……. Add……..……..% Above Rs…………..….…….

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

In words………………….……………… In words………………….………………

Note :- 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.

Note :- 2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note :- 3.GST and Income tax TDS will be deducted at a source while making payments of bills

Note :- 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.

Signature of Contractor

Amount Rs.0 of Dismentalled materials Shall be Recovered from 1st RA Bill of Contractor at Once.

Depurty Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division