MMGSY

BILL OF QUANTITIES

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

No. book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 0.09 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials © By mechanical means in area of Light

2 WBM Grading 1 Providing, laying, spreading and compacting 75.20 One 1722.05

stone aggregates of 45 to 90mm sizes with average lead 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/bindingmaterials to fill-up the interstices of

coarse aggregate, wateringand compacting to the required density

grading I as per TechnicalSpecification Clause 405. By Manual

3 WBM Grading 2 Providing, laying, spreading and compacting 56.00 One 1405.55

stone aggregates of 63 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/binding materials to fill-up the interstices of coarse

aggregate, watering and compacting to the required (As per

Technical Specification Clause 404)

4 Rolling of earthwork in layers with power roller including filling 179.00 One 23.17

in depression which occur during the process and watering of Cum

earth work as directed.

5 Earth work for embankment including breaking clods, dressing 5.00 One 161.67

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

From borrow area withIN 1 kM lead and should have CBR not

less than 6.00%

6 Excavation for foundation upto 1.5 m depth including sorting out 126.00 One 259.93

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Dense or hard soil.

7 Excavation for foundation upto 1.5m depth including sorting out 118.00 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

8 Excavation for foundation in sand, gravel, clay soft soils and 1206.00 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

9 Providing and laying rubble for apron (Each stone weighting not 185.20 One 1092.51

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

with quarry spalls.

10 Providing and casting in situ ordinary cement concrete M-15 mix ) 439.00 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

11 Providing and filling in foundation with ordinary cement concrete 60.00 One 3362.24

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

Formwork, vibrating, ramming and curing complete.

12 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 227.90 One 4308.34

and providing pin headers including shuttering scafolding, laying, Cum

vibrating, curring and finishing complete without V-grooves (A)

Height from 0.0 M to 5.0 M

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

No. book of Specification) Figures

13 Providing and casting in situ controlled cement concrete M-30 for 71.20 One 5683.94

varies thickness wearing coat laid as directed including tamping, Cum

vibrating, finishing, curing and filling in joints with bitumen

14 Providing and casting in situ Controlled Cement Concrete M-25 136.40 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 92.30 One 5294.73

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

finishing complete.

16 Providing and casting in situ Contolled cement concrete- M-200 96.00 One 5320.24

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

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

joints with bitumen complete.

17 Providing and casting in situ Controlled cement concrete M 25 19.90 One 5284.12

mix for Approach slab including formwork, curing and finishing Cum

18 Providing and laying Weep Hole in Abutments and returns by 27.00 One 62.93

using P.V.C pipe of 110mm. Incl. fixing in proper grade and No

jointing the complete as per detailed specification

19 Providing and laying weep hole in Aburtments, and returns by 233.00 One 355.52

using PVC 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 82.00 One 1268.86

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

specifications.

21 Providing and laying in Position FE 500D TMT bar reinforcement 1.740 One 73858.69

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

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

22 Providing and Fixing in position FE 500D TMT bar reinforcement 1.850 One 73243.01

including (testing of coating at plant and all taxes) cutting, MT

bending, hooking, and tying complete as per detailed drawaing

(A)RCC kerb (B) RCC Footpath (C) RCC App. Slab (D) Wearing

23 Construction of Precast R.C.C. railing of M 30 grade concrete 66.00 One 2154.33

having 2-tire (Row) of hand pail dimension as shown on detail Rmt.

drawing and vertical posts not to exceed 1.625m including

necessary TMT steel, formwork, painting with weateherproof

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

instruction of Engineer-in-charge.

24 Providing 20mm Thick Pre moulded Asphlat Joint Filler as per 18.00 One 769.62

25 Providing PVC 100mm. Diameter water spouts including 20.00 One 159.36

necessary iron gratings as per drawings. No

26 Filling available excavated earth (excluding rock ) in trenches 895.00 One 137.47

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

depth consolidating each deposited layer by ramming and

27 Dismantling the existing structure including removing and 85.70 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

28 Removing all types of Hume pipes and stacking within a lead of 22.50 One 419.01

1000m including earthwork and Dismantaling of Masonary works Rmt.

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

29 Demolition and disposal of un serviceable materials with all lead 48.00 One 637.85

and lift (ii) Un reinforced cement concrete Cum

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

No. book of Specification) Figures

30 Diversion: Providing temporary diversion suitable for traffic 80.00 One 2409.86

during the construction period of the C.D. Structure / Bridge / Rmt.

Box Structure work by 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.

31 Providing and filling in foundation with ordinary cement concrete 129.20 One 3732.29

M-15 mix and providing necessary pin headers including Cum

formwork vibrating, rammering and curing complete

32 Providing and casting in situ controlled cement concrete M-25 for 112.60 One 5352.76

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

(2)Abutment (3) RCC return

33 Providing and casting in situ controlled cement concrete M-30 mix 5.30 One 4992.64

for kerbs/Kerb blocks including formwork,curing and finishing Cum

34 Providing and laying in position FE 550 D TMT bar reinforcement 1.74 One 81154.93

including including providing fusion bonded Epoxy coating not MT

less than 175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775 M including

testing of coating at plant and all taxes including cutting, bending,

hooking and tying complete as per detailed drawings for the

following. (A) Piers (B) Abutments (C) R.C.C. Returns / Walls/

Caps/ Copings etc

35 Providing and placing in position FE 500/550 D TMT bar 30.00 One 80539.25

reinforcement including providing fusion bonded Epoxy coating MT

not less than 175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ ASTM-775 M including

testing of coating at plant and all taxes including cutting, bending,

hooking, and tying complete as per detailed drawing.(A) Solid

Slab. / App slab / Wearing Coat

36 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.

37 Cautionary warning sign:-Providing & Fixing sign boards made 4.00 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

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

No. book of Specification) Figures

38 Cautionary Warning Sign-Providing and fixing sign boards made 2.00 One 3906.18

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

Panel); size 90 x 190 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

39 Facility Informatory Sign :-Providing and fixing sign boards made 2.00 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

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

No. book of Specification) Figures

40 Hazard Marker Sign :-Providing and fixing sign boards made out 2.00 One 3518.69

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

One Crore Nine Lakh Sixty Four Thousand Fifty Five Rupees And Forty Seven 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 143103.16 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

Mahuva Bhavnagar