MMGSY

BILL OF QUANTITIES

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

No. reference to book of Specification) Figures

1 Earthwork for embankment including breaking clods, 13.00 One 157.91

dressing with all lead and lift (excluding watering and Cum

consolidation) Selected soil from borrow area within

land width from 1 km lead, Executed with

machineries (selected soil to be used for earthwork

shall be from Borrow Area only having CBR not less

2 Box cutting the road surface to proper slope and 908.00 One 109.41

camber for making a base for road work including Cum

removing the excavated stuff and depositing on the

road side slopes as directed upto 50mts. Lead

3 WBM Grading 1 Providing, laying, spreading and 454.00 One 1341.69

compacting stone aggregates of 90 to 45mm sizes to Cum

water 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/bindingmaterials to fill-up the

interstices of coarse aggregate, wateringand

compacting to the required density grading I as per

TechnicalSpecification Clause 405. By Manual Means

4 Rolling and Watering of earthwork in layers with 13.00 One 22.95

vibratory roller including filling in depression which Cum

occur during the process as directed.

5 Excavation for foundation upto 1.5 m depth 79.00 One 253.88

including sorting out and stacking of useful materials Cum

and disposing of the excavated stuff upto 50 meter

lead. Dense or hard soil.

6 Excavation for foundation upto 1.5m depth including 26.00 One 432.61

sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto 50mt. lead.

7 Providing and filling in foundation with ordinary 18.00 One 3362.24

cement concrete M-100 mix and providing necessary Cum

vertical pin headers incl. Formwork, vibrating,

ramming and curing complete.

8 Providing and laying in Position FE 500/500D TMT 0.460 One 73858.69

bar reinforcement including cutting, bending, hooking MT

and tying complete as per detailed drawings for the

following (A) Piers (B) Abutments (C) Returns (D)

9 Filling available excavated earth (excluding rock ) in 450.80 One 136.92

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

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

No. reference to book of Specification) Figures

10 Supplying and fixing reinforced concrete heavy duty 15.00 One 659.99

nonpressure pipes with collars for culverts carrying Rmt.

heavy traffic as per IS 458-1991 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)300mm. Dia.

11 Supplying and fixing reinforced concrete heavy duty 80.00 One 3469.25

nonpressure pipes with collars for culverts carrying Rmt.

heavy traffic as per IS 458-1991 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

12 Dismantling the existing structure including removing 16.00 One 409.22

and stacking the dismantled materials as and where Cum

directed. Stone masonary.

13 Removing all types of Hume pipes and stacking 25.00 One 357.55

within a lead of 1000m including earthwork and Rmt.

Dismantaling of Masonary works as per technical

Specification Clause

14 Construction of dry lean cement Ready Mix concrete 454.00 One 2163.42

Sub- base over a prepared sub-grade with coarse and Cum

fine aggregate conforming to IS: 383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement

ratio not to exceed 15:1, aggregate gradation after

blending to be as per table 600-1, cement content not

to be less than 220 kg/ cum, optimum moisture

content to be determined during trial length

construction, concrete strength not to be less than

Mpa at 7 days, mixed in a batching plant, transported

to site, laid with a fixed form paver or conventional

method, compacting with 8-10 tonnes vibratory roller,

finishing and curing etc. complete.

15 Providing & casting in situ ordinary cement concrete 140.40 One 3921.63

M-150 mix and providing necessary pin headers Cum

includingshuttering, scaffolding, laying, vibrating,

curing and finishing complete without V-Groves. (A)

Height from 0.0 M to 5.0 M

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

No. reference to book of Specification) Figures

16 Construction of un-reinforced, dowel jointed, plain 861.00 One 6458.95

cement concrete pavement over a prepared sub base Cum

with Ready Mix concrete grade M250, coarse and fine

aggregate conforming to IS 383, maximum size of

coarse aggregate not exceeding 25 mm, mixed in a

batching and mixing plant as per approved mix

design, transported to site, laid with a fixed form or

slip form paver, spread, compacted and finished in a

continuous operation including provision of

contraction, expansion, construction and longitudinal

joints, joint filler, separation membrane, Sock powder,

sealant primer, joint sealant, debonding strip, dowel

bar, tie rod, admixtures as approved, curing

compound, finishing to lines and grades as per

17 Providing and erecting Suvidhapath logo cum 1.00 One 6002.43

informatory retro reflectorised board as per IRC-67 No

made of engineering grade sheeting as per

specification fixed over alluminium sheeting,2mm.

thick as logo board with vertical support of M.S. angle

35x35x5 mm and lateral clearance of 100mm between

logo & informatory board and 2mm.thick M.S. plate

as information board with area exceeding 0.90 sqm.

fixed on frame of an angle 35x35x5 mm and

supported on a M.S. angle iron post 75mm x75mm x6

mm2Nos firmly fixed to the ground by means of

properly designed foundation with M 15 grade

cement concrete 45cm x45cm x60cm, below ground

level as ner drawing including naiting and installation

18 Road marking with hot applied thermoplastic paints 195.00 One 367.72

with reflectorising glass beads on bitumin surface Sqm

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and

free from streaks and holes. zebra patta/bump patta

lane/center line/ edge line/cut patta. The white color

marking should provide liminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during

the service life during the day time. The marking

should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. Warranty

for the Retro reflectivity should be two years.

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

No. reference to book of Specification) Figures

19 Hazard Marker sign : 4.00 One 2423.73

Providing and Fixing sign boards made out of 2mm No

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) Engineer grade

Eighty Three Lakh Eighty Two Thousand Six Hundred Twenty Rupees And Thirty One Paisa

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

* 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 3901 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