Construction Of Suryapara to Nani Banugar road Jamnagar Taluka Under BUJ-MMGSY Yojana Package No.:- JAM / BUJ / MMGSY/ NP /2019-20 / P-01. (13th Try)

Name OF Work : Package No.:- JAM / BUJ / MMGSY/ NP /2019-20 / P-01

Taluka :- Jamnagar Dist. :- Jamnagar

Memorandam showing the items of work to be carried out

BILL OF QUANTITIES

Item Quantities Tandered Rates Unit Total

No estimated In In amount

but may figures words according to

be more estimated

or less. Rs. Ps. quantities

Earthwork for embankment including breaking Rupees Sixty Six

clods, dressing with all leads and lifts And Paise Five

Including watering Rolling and consolidation Only

of Sub-grade in Layers at OMC to required

1 19782.00 Dry Density including filling the depression 66.05 Cum

which occurs during the process using power

roller 8 Tonne to 10 Tonne (B) From Borrow

Area within Land Width

Rolling and Watering of earthwork in layer Rupees

with Vibratory roller 8-10 Tonne including Seventeen And

2 19863.00 filling in depressions which occur during 17.78 Paise Seventy Cum

Process Eight Only

Providing and laying granular sub-base Grade- Rupees Five

I C.B.R. not less than 30% by providing Hundred Eleven

coarse graded materials, consisting of B.T. And Paise

crushed stone aggregates 53 mm to 26.5mm Eighty Seven

to below @ 20% coarse sand combination

and stone dust/grit spreading in uniform layers

with motor grader on prepared surface, mixing

by mix in place method with rotovator at

O.M.C. to required dry density including filling

the depressions which occred during the

process using vibratory roller 8-T to 10-T

complete as per Clause-401.

Supplying and stacking of crushed stone Rupees Five

aggregates, chippings of hard of stone 40 to Hundred Twenty

63mm size free of disintegrated pieces of One And Paise

4 5132.00 deleterious and organic matter (for W.B.M.) 521.61 Sixty One Only Cum

and grading as per I.R.C. code with in All K.M

lead including filling the boxes.

Supplying and stacking of machine crushed Rupees Four

graded stone agg.6 To 10 mm For screening Hundred Eighty

materials Type - B on road side with all lead Four And Paise

including filling measure boxes. Thirty Four Only

Supplying and staking of Stone Dust / binding Rupees Three

materials including Filling in boxes with all Hundred

6 515.00 lead 313.65 Thirteen And Cum

Paise Sixty Five

Spreading the stone aggregate for W.B.M. Rupees One

including Filling the interstices forming the Hundred Fifty

7 6211.00 surface to required camber and gradient 158.57 Eight And Paise Cum

Fifty Seven Only

Spreading blindage or road crust filling the Rupees Ninety

gaps in metal and leveling ot camber as Three And Paise

8 515.00 directed (i) Stone Dust/Quarry Spall 93.63 Sixty Three Only Cum

Rolling and consolidation of water bound Rupees Seventy

macadam roller 8-10 tone capacity ( C ) Five And Paise

9 6211.00 water bound Macadam (layer not exceeding 75.75 Seventy Five Cum

100mm thickness) Only

providing and applying primar coat with Rupees

bitumen emulsion on prepared surface of Eighteen And

10 19572.00 granular base including cleaning of road 18.18 Paise Eighteen Sqmt

sureface and spraying primer @ rate of 0.60 Only

kg./Sq.m usingmechanical means.

Item Quantities Tandered Rates Unit Total

No estimated In In amount

but may figures words according to

be more estimated

or less. Rs. Ps. quantities

Providing and laying 37.50 mm thick Built up Rupees One

spray grout in One layers using black crushed Thousand Four

stone aggregate as per gradation and Hundred Twenty

specification including using bitumen for And Paise Sixty

tackcoat at the rate of 2.5 Kg./10 Sqmt. on Seven Only

Surface by mechanical sprayer and bitumen

of VG-10 grade mixing at the rate of

11 1468.00 Kg./ M.T.by weight of total mix ( i.e.1.99 % ) 1420.67 M.T

including heating and mixing the aggregate

and bitumen by continuous batching drum mix

plant, transporting the mix and spreading the

same by paver finisher and consolidation with

vibratory roller including cost of all materials,

fuel, labours,tools and plants. using

contractor's own drum mix plant and

machineries etc. complete.

Providing, laying and rolling of 25 mm thick Rupees One

open graded premix bitumenous carpet with Thousand Nine

B.T. aggregate as specified and using Hundred Three

bitumen VG-10 for tackcoat at the rate of 2.5 And Paise

Kg./10 Sq.Mt. on BT surface and using Twelve Only

bitumen VG-10 for mixing with aggregate at

the rate of 3.36 % i.e. 33.60 Kg./ M.T. of total

12 1028.00 mix including heating and mixing in drum mix 1903.12 M.T

plant, spreading the same with paver finisher

and consolidation with vibratory roller

including necessary fire wood, oil, lubricants,

labor charges etc. using contractor's own

drum mix plant and equipment, tools etc.

completed in accordance with the requirement

of specification.

Providing and laying seal coat with B.T. Rupees Two

aggregate as specified using aggregate at the Thousand One

rate of 0.18 Cum/ 10 Sq.Mt. and bitumen VG- Hundred Three

10 for mixing with aggregate at the rate of 4.5 And Paise

% i.e. 45.00 Kg./M.T. of total mix including Twenty Two

heating and mixing in drum mix plant and Only

13 534.00 spreading the same by paver finisher and 2103.22 M.T

consolidation with vibratory roller including

necessary fire wood, oil, lubricants, labour

charges using contractor's own drum mix

plant, machineries and equipment, tools etc.

complete in accordance with the requirement

of specification

Excavation for foundation up to 1.50 M. depth Rupees Two

including sorting out and stacking of useful Hundred Sixty

14 435.00 materials and disposing of excavated stuff up 261.59 One And Paise Cum

to 50 mtr. Lead in Hard murrum Fifty Nine Only

Excavation for foundation up to 1.50 M. depth Rupees Two

including sorting out and stacking of useful Hundred

15 233.00 materials and disposing of excavated stuff up 270.68 Seventy And Cum

to 50 mtr. Lead in Soft rock not requiring Paise Sixty Eight

Providing and Laying C.C. 1:4:8 (1 - Cement : Rupees One

4 - Sand : 8 - Graded Stone Aggregate 40mm Thousand Nine

Nominal Size) and Curing etc Complete Hundred Five

Excluding Cost of formwork in foundation and And Paise

Plinth Eighty Seven

Providing and Casting in situ Ordinary Rupees Two

Cement Concrete M-150 Mix and providing Thousand Five

necessary pin headers including shuttering, Hundred Ninety

17 792.00 scaffolding, laying, vibrating, curing and 2590.57 And Paise Fifty Cum

finishing etc. complete in all heights and Seven Only

without V-Groves. for all heights

Providing and casting in situ Ordinary cement Rupees Two

concrete M – 200 for average 100 mm thick Thousand Eight

wearing coat laid as directed including Hundred Sixteen

temping,vibrating, finishing, curing and filling And Paise Sixty

in joints with bitumen complete. Five Only

Item Quantities Tandered Rates Unit Total

No estimated In In amount

but may figures words according to

be more estimated

or less. Rs. Ps. quantities

Providing and laying weep holes in abutment Rupees Fifty

19 690.00 and return by using A.C. pipe of 100 mm dia. 52.42 Two And Paise No

Including fixing in proper grade and jointing Forty Two Only

Supplying fixing & joining reinforced concrete

heavy duty non pressure pipe carrying indian

railway standard with collars for culverts

carring heavy traffic as per Indian railway

20 60.00 4273.31 And Paise Thirty Rmt

standard specification including setting and

joining the pipe in cement mortar 1:2 watering

or laying (to level and slope )of I.S.class NP-3

1200 mm dia internal with All lead.

Providing and fixing in position mild steel for Rupees Thirty

temprature reinforcement for mass concrete Eight Thousand

pier including cutting, bending, tieing as Four Hundred

required complete Eighty Nine And

Providing and fixing in position steel bars of Rupees Forty

grade FE-415 (TMT) Bar reinforcement Four Thousand

22 3.80 Including cutting bending hooking and tying 44653.10 Six Hundred M.T

complete as per detail drawing for the Fifty Three And

concrete Paise Ten Only

Supplying fixing & joining reinforced concrete Rupees Two

heavy duty non pressure pipe carrying indian Thousand Two

railway standard with collars for culverts Hundred Eighty

carring heavy traffic as per Indian railway Three And Paise

23 30.00 standard specification including setting and 2283.61 Sixty One Only Rmt

joining the pipe in cement mortar 1:2 watering

or laying (to level and slope )of I.S.class NP-3

900 mm dia internal with All lead.

Providing and fixing flood gauge marks of C Rupees One

angle size 100 mm x 50 mm x 6 mm thick of Thousand Five

24 10.00 length 1.50 mt. height fixed in head wall 0.50 1508.40 Hundred Eight No

mt. and 1.00 mt. out side with painting and And Paise Forty

lettering as directed. Only

Informatrory sign :- Providing and fixing sing Rupees Three

board made out of 2mm aluminium sheet size Thousand Two

80 x 60 cms rectangle as per design of IRC- Hundred

67-1977 pre treated with phospheting process Fourteen And

& acid teching coated with one coat of Paise Eighty

epoxyprimer and two coat of best quality poxy Three Only

paint reflectorised with reto refiective sheeting

as per latest M.O.S.T. Specifications 3.10 m

long stand postand frame fabricated from

suitable sixe iron angle of 35 X 35 X 3mm

X 75 X 6 mm as required painted with best

quality poxy coating in black and white bends

the details of symbols for each board shall

details of symbol of eachboard shall be as per

the instruction of engineer in charge the fixing

at site shall be in 1:2:4 CCblock of size 45 X

45 X 60 cms for each leg including excavation

curiing tec complete under the of engineer in

Item Quantities Tandered Rates Unit Total

No estimated In In amount

but may figures words according to

be more estimated

or less. Rs. Ps. quantities

Providing and fixing ordinary kilometer stone Rupees Four

of precast C.C. 1:2:4 including necessary Hundred Ninety

26 6.00 reinforcement as per I.R.C. type design fixing 490.86 And Paise No

in C.C. 1:4:8 including lettering and painting Eighty Six Only

Providing and fixing Hectometer stone as per Rupees Two

I.R.C. type design including lettering and Hundred Sixty

27 24.00 painting etc. complete. (I) Fixing in C.C. 269.67 Nine And Paise No

1:5:10 Sixty Seven

Providing and fixing Guard Stone as per Rupees Sixty

28 350.00 I.R.C. type design including white washing 62.62 Two And Paise No

etc. complete. Fixing in Earth Sixty Two Only

Providing and fixing Village name board as Rupees Three

per Standard I.R.C. type design of steel plate Thousand Five

29 2.00 including painting lettering etc. complete with 3593.58 Hundred Ninety No

fixing in C.C. 1:4:8 block with necessary Three And Paise

excavation. Fifty Eight Only

Providing and fixing Indicator Stone of Rupees One

approved stone as per I.R.C. type design Hundred Ten

including white washing etc. complete. Fixing And Paise Nine

Providing and fixing of typical MMGSY Rupees Eight

informatory sign board with logo as per Thousand

MORD specifications and drawing . Three MS Seven Hundred

Plates of 1.6 mm thick , top and middle plate Sixty Nine And

duly welded with MS flat iron 25 x 5mm size Paise Sixty One

on back on edges. The lower plate will be Only

welded with MS angle iron frame of 25mm x

25mm. The Angle iron frame of the lower

most plate and flat iron frame of middle plate

will be welded 2 nos. 75mm x 75mm of

SWG sheet tubes posts duly embedded in

cement concrete M-15 grade block of 450mm

31 2.00 x 450mm x 600mm, 600mm below ground 8769.61 No

level. The top most dimond plate will be

welded to middle plate by 47mm x 47mm of

12 SWG steel plate tube. All M.S. will be

stove enameled on both sides. Lettering and

printing arrows, border etc. will be painted with

ready mixed synthetic enamel paint of

superior quality in reqired shade and colour.

All sections of framed posts and steel tubes

will be painted with primer and two coats of

epoxy pains as per drawing Clause 1701 and

Deputy Executive Engineer Executive Engineer

R&B Panchayat Sub-Division Panchayat ( R & B ) Division,

Jamnagar Jamnagar

I / We am / are willing to carryout the work at ………………..…..…..%

(…………..…………………………..%) Above/below Percent (Should be written in figure

and words)of the Estimated rates mentioned above. Amount of my tender works out as under.

Estimated Amount Estimated Amount

Put To Tender Rs. ...…………. Put To Tender Rs. ...………….

Add.……..% Above Rs. …………… Deduct……..% Below Rs. ……………

Net Net Rs………………

Signature of Conctractor Executive Engineer

Panchayat R.& B.Division