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 Earth work for embankment including breaking clods, 135.00 One 157.91

dressing with all lead and lift (Excluding watering and Cum

consolidation) From borrow pits within land width all

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 WBM Grading 1Providing, laying, spreading and 60.00 One 1633.81

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/binding materials to fill-up the

interstices of coarse aggregate, watering and

compacting to the required density grading I as per

Technical Specification Clause 405. By Machinery

3 Rolling and Watering of earthwork in layers with 135.00 One 22.96

vibratory roller including filling in depression which Cum

occur during the process as directed.

4 Excavation of foundation in hard murrum and 286.00 One 611.32

boulders and very stiff or sticky clays and other Cum

similar strata including shorting out and struting and

dewatering as necessary and disposing of the

excavated stuff as directed.

5 Excavation in large boulders and soft rock by wedging 230.00 One 716.55

including shoring, strutting and dewatering as Cum

necessary and disposing of the excavated stuff as

6 Excavation in hard rock by dry-wet blasting and 60.00 One 1675.31

chiseling including dewatering preparing foundation Cum

base by proper benching and stepping and disposing

of the excavated stuff as directed (B) Blasting

7 Providing and fixing Mild steel dowel bar of 36.00 One 450.07

minimum 32mm dia. For anchoring by drilling holes Rmt.

in foundation strata including necessary bending,

hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

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

No. reference to book of Specification) Figures

8 Providing & casting in situ ordinary cement concrete 350.20 One 3921.64

M150 mix and providing necessary pin headers Cum

includingshuttering, scaffolding, laying, vibrating,

curing andfinishing complete without V-Groves.(A)

All Height for Foundation Step of Returns & Returns

9 Providing and filling in foundation with ordinary 81.00 One 3345.58

cement concrete M-100 mix and providing necessary Cum

vertical pin headers incl. Formwork, vibrating,

ramming and curing complete.

10 Providing and casting in situ Controlled cement 273.30 One 5227.36

concrete M-20 for R.C.C. work in Piers, abutment, Cum

returns and riding returs as per drawing including

centering, shuttering, scafolding where neccesary

laying, vibrating curing and finishing complete (A)

For all Height (1) Piers (2) Abutment (3) RCC return

11 Providing and casting in situ Contolled Cement 17.70 One 5307.46

concrete M 20 for R.C.C. works in pier cap, abutment Cum

cap, and dirt wall including controlled cement

concrete M 25 bed block or pedestals for required size

below bearings as per detailed drawings, centering,

shuttering, scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

12 Providing and casting in situ Controlled cement 63.60 One 5457.74

concrete M 25 for R.C.C. Solid slab including Cum

centering, scaffolding, curing and finishing complete.

13 Providing and casting in situ Contolled cement 65.80 One 5300.56

concrete- M-20 for Various thick wearing coat laid as Cum

directed incuding. tamping, vibrating, finishing,

curring and filling in joints with bitumen complete.

14 Providing and casting in situ Contolled cement 23.00 One 5158.72

concrete- M-20 mix for Approach slab including Cum

formwork, curing and finishing complete.

15 Providing and casting in situ Controlled cement 3.36 One 4869.02

concrete- M-20 mix for kerbs/Kerb blocks including Cum

formwork,curing and finishing complete.

16 Providing and laying filter media 600mm. thick 73.20 One 1239.35

directed at the back of abutments, returns and wing Sqm

walls as per detailed specifications.

17 Providing and fixing in position Mild steel dowel bars 12.00 One 341.29

in pier cap or abutment caps for anchorage in fixed No

end as per detailed drawings including cutting

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

No. reference to book of Specification) Figures

18 Providing and fixing in position Mild steel dowel bars 12.00 One 399.70

in pier cap or abutment caps for anchorage in free end No

as per detailed drawings including cutting bending

and welding complete.

19 Providing and laying in Position FE 500D TMT bar 4.680 One 73858.69

reinforcement including cutting, bending, hooking MT

and tying complete as per detailed drawings for the

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

20 Providing and Fixing in position FE 500D TMT bar 9.280 One 73243.02

reinforcement including cutting, bending, hooking, MT

and tying complete as per detailed drawaing (A) RCC

Solid Slab/ App. Slab / Wearing coat.

21 Providing & Fixing of Precast R.C.C. Railing of M-30 28.00 One 1657.46

Grade Concrete having 2 - tire (Row) of Hand Rail Rmt.

dimension as shown in detail drawing & Vertical Post

such as c/c pacing between vertical posts not to

exceed 2.0 m including g necessary

y TMT steel, Form

Work, Painting with Weatherproof Paint, Supplying

of all material, Labour etc.complete as per instruction

of Engineer-in-Charge

22 Providing 12mm. Thick Pre-moulded asphalt filler 51.90 One 703.53

joints as per drawings Sqm

23 Providing PVC 100mm. Diameter water spouts 85.00 One 159.37

including necessary iron gratings as per drawings. No

24 Filling available excavated earth (excluding rock ) in 312.00 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.

25 Dismantling the existing structure including removing 40.50 One 930.35

and stacking the dismantled materials as and where Cum

directed. RCC Work.

26 Providing temporary all weather and fair weather 80.00 One 1187.66

diversion suitable for traffic during the construction Rmt.

Period of the bridge / Slab drain including providing

necessary drains and all safety measures

including,Earth work,Quarry Spall,WBM,Guard

Stone, red lamps / signals at night for traffic etc.

27 Removing all types of Hume pipes and stacking 22.50 Rmt 399.13

within all lead including Earthwork and Dismantling

of Masonry Works as per Technical Specification

Clause 202. (Rate Analysis) (B) Above 600 mm to

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

No. reference to book of Specification) Figures

28 Providing and fixing "W" shape metal crash safety 82.70 One 3198.67

barrier comprising of 3mm thick galvanised sheet to Rmt.

be fixed on ISMC 150 (150x75x5.4mm) series channel

vertical post to be spaced 2.0 mtr. c/c to be kept

1.65mtr height as per MOST spesification incl.

necessary foundation, fittings with bolts, painting and

required all process as per specificaation adndd as per

29 Providing and laying PP Extruded Geogrid techgrid 74.00 One 116.15

PP 3030 having sperture of 38mmx38mm. The Biaxial Sqm

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-

30 Hazard Marker Sign :-Providing and fixing sign 2.00 One 3518.69

boards made out of 2.0 mm aluminium sheet / 4 mm No

ACP (Aluminum composite 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

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

No. reference to book of Specification) Figures

31 Facility Informatory Sign :-Providing and fixing sign 1.00 One 3990.64

boards made out of 2mm aluminium sheet/4mm ACP No

(Aluminum composite 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 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

h A warrantyt for

f 7 years forf the

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

Sixty Two Lakh Sixty Six Thousand Six Hundred Ninteen and Ninty 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.27162.18 Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

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

No. reference to book of Specification) Figures

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division