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, 284.00 One 150.38

dressing with all lead and lift (Excluding watering Cum

and consolidation) (A) Selected soil should be From

borrow area with all lead and lift and should have

CBR not less than 6.00%.

2 Earthwork in cutting in all sorts of soil and soft 2485.65 One 127.74

Murrum including conveying and spreading the suff Cum

embankment as and where directed within 200 meters

from the end of the cutting with all required lead and

3 Supplying, stacking, spreading, rolling, watering and 1214.00 One 424.70

consolidation to desired density of Murrum/Binding Cum

Material with all lead and lift.

4 WBM Grading-2 42.00 One 963.28

Providing, laying, spreading and compacting stone Cum

agg. Of 63mm 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-2 as per Technical Specification Clasue.405 By

5 Rolling and consolidation using vibratory Road Roller 284.00 One 22.48

8 - 10 tonne capacity (incl. watering) ©Water bound Cum

macadam(Layer not exceeding 100mm thickness,)

6 Providing and laying bitumenous grout 37.50mm 2429.00 One 1731.07

thick using bulk Emulsion RS1 for tack coat at the rate MT

of 2.50kg/10sqm on Bitumin surfacer and using BT

chips for required gradation with the asphalt of grade

VG-30 at the rate of 1.99% i.e 19.90kg/MT by weight

of mix including heating and mixing in drum mix

plant , transporting the mix and spreading the same

by paver finisher and consolidation as per MOST

specification including cost of all materials fuel,

labours, tools and plants etc. using contractor's own

drum mix plant etc. complete.

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

No. reference to book of Specification) Figures

7 Providing, laying and rolling of 25mm thick open 1418.00 One 2335.86

graded premix bituminous carpet with B.T aggregates MT

as specified and using bulk Emulsion RS1 for tack coat

at the rate of 2.50kg/10sqm on B.T.Surface (As per

IRC-16) and using bitumen for mixing with aggregate

at the rate of 3.36% i.e 33.60kg/MT. of total mix

including heating and mixing in drum mix plant,

spreading the same with paver finisher and

consolidation with vibratory roller including

necessary firewood, oil, lubricants, labour charges etc.

using equipment tools etc. completed in accordance

with the requirement of specification.

8 Providing and laying seal coat using Bitumin grade 737.00 One 2533.28

VG-30 with B.T. aggregate as specified using MT

aggregate at the rate of 0.18cum/10sqm. And bitumen

for mixing with aggregate at the rate of 4.5% i.e

45.00kg/MT of total mix including heating and

mixing in drum mix plant and spreading the same by

paver finisher and consolidation with vibratory roller

including necessary using contractor's own drum mix

plant, machineries and equipment, tools etc. complete

in accordanace with the requirement of specification.

9 Excavation for foundation upto 1.5 m depth 24.50 One 241.79

including sorting out and stacking of useful materials Cum

and disposing of the excavated stuff upto 50 meter

lead. Dense or hard soil.

10 Excavation for foundation upto 1.5m depth including 31.13 One 582.21

sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto 50mt. lead.

11 Excavation in large boulders and soft rock by 12.52 One 682.43

wedging including shoring, strutting and dewatering Cum

as necessary and disposing of the excavated stuff as

12 Providing and filling in foundation with ordinary 38.90 One 3245.56

cement concrete M-100 mix and providing necessary Cum

vertical pin headers incl. Formwork, vibrating,

ramming and curing complete.

13 Providing and casting in situ Contolled Cement 0.36 One 5157.66

concrete M 200 mix for R.C.C. works in pier cap, Cum

abutment cap, and dirt wall including controlled

cement concrete M 250 bed block or pedestals for

required size below bearings as per detailed

drawings, centering, shuttering, scaffolding wherever

necessary laying, vibrating, curing and finishing

14 Providing and casting in situ Contolled cement 401.81 One 5187.83

concrete- M-200 for average 75/150/200mm thick Cum

wearing coat laid as directed incuding. tamping,

vibrating, finishing, curring and filling in joints with

bitumen complete.

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

No. reference to book of Specification) Figures

15 Providing and casting in situ Contolled cement 10.90 One 5046.00

concrete- M-200 mix for Approach slab including Cum

formwork, curing and finishing complete.

16 Providing and casting in situ Controlled cement 0.25 One 4766.55

concrete- M-200 mix for kerbs/Kerb blocks including Cum

formwork,curing and finishing complete.

17 Numbering the CD work with approved paint 2.00 One 58.80

including all materials for painting etc. complete. No.

18 Providing and laying weep hole in Abutment and 21.00 One 58.53

returns by using A.C pipe of 100mm. Incl. fixing in No

proper grade and jointing the complete as per

detailed specification.

19 Providing and laying filter media 600mm. thick 41.00 One 1180.33

directed at the back of abutments, returns and wing Sqm

walls as per detailed specifications.

20 Providing and Fixing in position FE-500/500D TMT 9.986 One 72601.86

bar reinforcement including cutting, bending, MT

hooking, and tying complete as per detailed drawaing

(A)RCC kerb (B) RCC Footpath (B) RCC Solid Slab/

App. Slab / Wearing coat.

21 Providing 12mm. Thick Pre-moulded asphalt filler 10.00 One 702.12

joints as per drawings Sqm

22 Providing flood gauge marks on sub structure as per 1.00 One 148.89

design including painting complete Rmt.

23 Filling available excavated earth (excluding rock ) in 229.90 One 130.39

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

24 Providing and casting in situ ordinary cement 122.13 One 3818.54

concrete M-150 mix and providing necessary pin Cum

headers including shuttering, scafilding, laying

vibrating, curing and finishing complete Without V-

Grooves For all Hieght.

25 Providing and fixing Precast cement concrete 30.00 One 356.49

Hectometer as per IRC type design incl. painting, No

lettering etc. fixing in C.C. 1:5:10.

26 Providing and fixing Precast cement concrete Guard 360.00 One 327.69

stone as per I.R.C. type design including white No

washing etc. complete. Fixing in C.C.1:5:10.

27 Providing and fixing ordinary Kilometer stone of pre- 7.00 One 704.33

cast C.C. 1:2:4 including necessary reinforcement as No

per I.R.C. type design in C..C. 1:4:8 including

painting lettering etc. complete.(For VR, ODR)

28 Providing and fixing 5th Kilometer stone of pre-cast 1.00 One 1935.14

C.C. 1:2:4 including necessary reinforcement as per No

I.R.C. type design in C..C. 1:4:8 including painting

lettering etc. complete.

29 Providing and fixing Indicator stone of approve stone 340.00 One 102.84

as per I.R.C. type design in C.C. 1:4:8 including white No

washing etc. complete Fixing in Earth

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

No. reference to book of Specification) Figures

30 Supplying and fixing Junction Boards of M.S. plates 1.00 One 1236.19

and angles as per I.R.C. design incl;. Fixing in C.C. No

1:4:8 with necessary excavation painting, figuring,

lettering on boards etc. complete.

31 Providing and fixing Village name Boards as per 2.00 One 3437.59

standard I.R.C. type design of steel plate incl. No

painting, lettering etc. complete with fixing in C.C.

1:4:8 block with necessary excavation etc. complete

32 Providing and fixing Flood guage post mark of 'C' 6.00 One 1134.23

angle size 100mm x 50mm x 6mm thick of length No

2.00mt. Height fixed in head wall 0.500mt. And

1.50mt. Out side with painting and lettering with

redeum color as directed.

33 Citizen's Information Board- Providing and fixing of 1.00 One 8396.13

typical MMGSY information board as per instruction. No

Two M.S. sheets of 3 mm thick of 900mm x 750mm

size fixed at top & bottom duly rivetted with MS

angles of 25x25x5mm thick M.S. angle shall be welded

by two vertical M.S. angle of 5mm thick to 75mm x

75mm of 12 SWG square tubes posts duly embedded

in cement concrete M-15 grade blocks of 600mm x

600mm x 750mm below ground level. The letters &

figure of any shade reflectorised with high intensity

prismatic grade retro reflective sheeting of Type-4 as

per ASTM D-4956 and latest MORD specifications; All

sections of framed posts and steel tube will be painted

with primer and two coats of epoxy paints as per

drawing Clause 1701 and Annexure 1700.1 (10.16). (A)

Class-B high intensity grade retro reflective sheeting.

34 Road marking with hot applied thermoplastic paints 66.00 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

35 Cate eye / road stud/ RPM : Supplying Raised 120.00 One 326.23

Pavement markers of polycarbonate and ABS No

moulded body and reflective panels with micro

prismatic lens (No glass bead lens) capable of

providing total internal reflection of the light entering

the lens face and shall support a load of 13635 kgs.

tested in accordanace to ASTM D 4280 type H and

complying to specification of category A of MORTH

circular No RW/NH/33023/10-97-DO III Dt. 11-06-

1997. the height, width and length shall be exeed

20mm, 130mm and 130mm and with minimum

reflective area of 13sqcm on each side and the slope to

the base shall be 35+/-5 degree. the body of the

marker should having finger grip for easy and

accurate placement and application with epoxy

/bituminous adhesive as recommended by the

manufacturer of the marker. the colour of the marker

should be as per the IRC:35-2015 and as directed by

Engineer-in-charge.

36 Providing and fixing "W" type metal beam crash 76.00 One 3710.53

safety barrier comprising of single row 3 mm thick Rmt.

galvenized sheet to be fixed on ISMC 150 (150 mm x

75 mm x 5.4 mm) series channel vertical post to be

spaced 2.0 mtr c/c to be kept 1.65 mtr height

including necessary foundation, fittings with bolts,

painting and Readiam patta and required all process

as per specification and as per drawing.

37 Cautionary warning sign:-Providing & Fixing sign 6.00 One 3808.65

boards made out of 2mm. alluminium sheet size No

90x90x90cms. equilateral 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 Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

38 Village Name/Bump Ahead Sign : 8.00 One 5045.36

Providing and Fixing sign boards made out of 2mm No

aluminum sheet : size 90*60 cms. rectangle as per

design of IRC-67-1977. 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 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

39 Sign Board per square Meter :- Providing and fixing 12.00 One 7615.37

sing boards made out of 2mm aluminium sheet; size 1 No

Meter x 1 Meter as as per the design given by engineer

in charge pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint: reflectorised

with retro refiective sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame

may be fabricated either from suitable size iron angle

required painted with best quality epoxy coatings in

black and white bends. the details of symbol 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 x 45 x 60cms. for

each leg, including excavation curing etc. complete

under the supervision of engineer in charge. (A)

One Crore Forty Five Lakh Eighty Thousand One Hundred Eighty Five Rupees And Eighty

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

* Estimated Amount * Estimated Amount

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

Deduct……..……..% Add……..……..%

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

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

No. reference to book of Specification) Figures

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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division