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 0.11 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 Earthwork for embankment including breaking clods, dressing 29.00 One 173.31

with all lead and lift (excluding watering and consolidation) From Cum

borrow area within 3.00 K.m. lead

3 WBM Grading 1 Providing, laying, spreading and compacting 180.00 One 1604.89

stone aggregates of 90 to 45mm sizes to water bound macadam Cum

(WBM Gr-1) 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 vibratory roller 29.00 One 23.18

including filling in depression which occur during the process as Cum

5 Excavation of foundation in hard murrum and boulders and very 1233.00 One 625.88

stiff or sticky clays and other similar strata including shoring and Cum

struting and dewatering as necessary and disposing of the

excavated stuff as directed.

6 Excavation in large boulders and soft rock by welding including 1109.00 One 733.62

shoring, strutting and dewatering as necessary and disposing of Cum

the excavated stuff as directed,

7 Providing and fixing TMT dowel bar of minimum 32mm dia. For 345.60 One 643.37

anchoring by drilling holes in foundation strata including Rmt.

necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

8 Providing and laying rubble for apron (Each stone weighting not 359.00 One 1092.52

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

with quarry spalls.

9 Providing and casting in situ ordinary cement concrete M-15 mix 839.00 One 3938.30

and providing necessary pin headers including shuttering, Cum

scaffolding, laying vibrating, curing and finishing complete

Without V-Grooves. (A) Height from 0.0 m to 5.0m

10 Providing and filling in foundation with ordinary cement 311.00 One 3362.25

concrete M-10 mix and providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and curing complete.

11 Providing and casting in situ controlled cement concrete M-30 for 216.30 One 5584.56

various thickness wearing coat laid as directed including Cum

tamping, vibrating, finishing, curing and filling in joints with

bitumen complete.

12 Providing and casting in situ controlled cement concrete M-20 for 742.70 One 5247.04

R.C.C. work in Pier, Abutment, Return & Riding Return as per Cum

drawings including centering 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

13 Providing and casting in situ Controlled cement concrete M 25 for 56.20 One 5432.96

R.C.C. works in pier cap, abutment cap, and dirt wall including Cum

controlled cement concrete M 30 bed block or pedestals of

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

14 Providing and casting in situ Controlled cement concrete M 25 for 254.10 One 5294.73

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

finishing complete.

15 Providing and casting in situ Controlled cement concrete M 25 29.70 One 5284.13

for Approach slab including formwork, curing and finishing Cum

16 Providing and applying one coat Epoxy Phenolic primer of DFT 2298.00 One 233.31

50 micron and two coats of Polyurethane (aliphatic) epoxy paint- Sqm

75 micron DFT each or any other equivalent epoxy coating system

to all concrete surfaces exposed to atmosphere in Substructure &

Super Structure as directed by Engineer and as per specification.

17 Providing and laying weep hole in Aburtments, and returns by 590.00 One 355.52

using PVC pipe of 100MM including fixing in proper grade and No

jointing the complete as per detailed specification.

18 Providing and laying filter media 600mm. thick directed at the 589.20 One 1268.86

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

specifications.

19 Providing and fixing in position Mild steel dowel bars in pier cap 48.00 One 341.29

or abutment caps for anchorage in fixed end as per detailed

drawings including cutting bending and welding complete.

20 Providing and fixing in position Mild steel dowel bars in pier cap 48.00 One 399.70

or abutment caps for anchorage in free end as per detailed

drawings including cutting bending and welding complete.

21 Providing & Fixing of Precast R.C.C. Railing of M-30 Grade 141.00 One 2154.33

Concrete having 2- tire (Row) of Hand Rail dimension as shown Rmt.

in detail drawing & Vertical Post such as c/c pacing between

vertical posts not to exceed 1.625 m including necessary TMT

steel, Form Work, Painting with Weatherproof Paint, Supplying of

all material, Labour etc. complete as per instruction of Engineer in

22 Providing 12 Thick Pre-moulded asphalt filler joints as per 87.50 One 703.53

23 Providing PVC 100mm. Diameter water spouts including 48.00 One 159.37

necessary iron gratings as per drawings. No

24 Providing flood gauge marks on sub structure as per design 16.60 One 160.06

including painting complete Sqm

25 Filling available excavated earth (excluding rock ) in trenches 1171.00 One 137.47

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

depth consolidating each deposited layer by ramming and

26 Supplying and fixing reinforced concrete heavy duty nonpressure 83.00 One 5560.01

pipes with collars for culverts carrying heavy traffic as per IS 458- Rmt.

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)1200mm. Dia

27 Demolition and disposal of un serviceable materials with all lead 211.50 One 637.86

and lift (ii) Un reinforced cement concrete Cum

28 Diversion: Providing temporary diversion suitable for traffic 200.00 One 2739.12

during the construction period of the C.D. Structure work by Rmt.

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, necessary R.C.C. pipes with suitable

slope protection & maintain for motorable road throughout

construction period etc. and also dismantle diversion after

completion of work etc. complete as per instrucion of Engineer-in-

29 Providing and casting in situ Ordinary Cement Concrete M-150 319.00 One 3816.61

for R.C.C. Raft and cut-off walls including neccesary shuttering Cum

laying, vibrating ramming and curing complete.

30 Providing and casting - in situ controlled cement concrete DMC M- 476.50 One 5247.04

20 for mass concrete for foundation below Piers, Abutments & Cum

Square Return including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete as per

31 Providing and casting -in-situ controlled cement concrete M-20 for 17.90 One 5574.64

R.C.C. work in Pier, Abutment, Return & Riding Return as per Cum

drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete.(B)

Height from 5.0 to 10.0 M. (1) Piers (2) Abutment (3) RCC return

32 Providing and casting in situ controlled cement concrete M-25 for 14.40 One 4992.64

Kerb/Kerb blocks including formwork curing and finishing, Cum

33 Providing and laying in position FE 550 D TMT bar reinforcement 16.38 One 84021.31

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/

34 Providing and placing in position FE 500 D TMT bar 25.44 One 80539.26

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 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

35 Providing and fixing marble slab including engraving and 2.00 One 1012.65

painting complete. (i) Size 75cm x 60cm x 4cm. No

36 Road marking with hot applied thermoplastic paints (Yellow 72.40 One 367.72

Colour No. 356 on C.C. Road & White Colour on Asphalt Sqm

Surfaces) with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic compound

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

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.

37 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 73.00 One 326.23

Raised Pavement Markers made of polycarbonate and ABS No

moulded body and reflective panels with micro prismatic lens

capable of providing total internal reflection of the light entering

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

accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width

and length shall not exceed 20 mm, 130 mm and 130 mm and

with minimum reflective area of 13 Sqcm on each side and the

slope to the base shall be 35 +/- 5 degree. The strength of

detachment of the integrated cylindrical shanks, (of diameter not

less than 19 +/- 2 mm and height not less than 30+/-2 mm) from

the body is to b a minimum value of 500 Kgf. Fixing will be by

drilling holes on the road for the shanks to go inside, without

nails and using epoxy resin based adhesive as per manufacturers

recommendation and The color of the marker should be as per the

IRC 35-2015 and as directed by Engineer-in-charge.

38 Providing and erecting a "W" metal beam crash barrier 190.00 One 3468.34

comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm Rmt.

above road/ground level, fixed on ISMC series channel vertical

post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high,

m below ground/road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to conform to IS:1367

and IS:1364, metal beam rail to be fixed on the vertical post with a

spacer of channel section 150 x 75 x 5 mm 330 mm long complete

39 Supplying & laying of bi-axial extruded high modulus 811.50 One 253.51

polypropylene geogrid conforming to MORT&H specification for Sqm

base/sub-base reinforcement having minimum tensile strength

30kN/m in the longitudinal and transverse direction, with

10.5kN/m and 21kN/m tensile strength at 2% and 5% strain

respectively in the longitudinal and transverse direction, junction

efficiency not less than 95% and with 38mm X 38mm mesh

40 Informatory Signs:-Providing and fixing sing boards made out of 2.00 One 3856.90

2mm aluminium sheet; size 80 x 60cms. rectangle as per the No

design of IRC-67-1977 pre treated with phospheting process &

acid teching; coated with one coat of epoxyprimer and two coats

of best qualityepoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; 3.1m long stand

postand frame fabricated from suitable sizeiron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best qualityepoxy

coatings in black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall be as per the

instruction ofengineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x45 x 60cms. for each leg. including excavation

curing tec. complete under the supervision of engineer in charge.

(A) Engineer Grade

41 Hazard Marker sign : 2.00 One 2423.74

Providing and Fixing sign boards made out of 2mm aluminum No

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. (A) Engineer grade

Two Crore Fifty Two Lakh Fourteen Thousand Two Hundred Fifty Five Rupees And Four Paisa

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should be written in

* 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

NOTE: Amount Rs 239000 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

Vallabhipur Bhavnagar