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 Earthwork for embankment including breaking clods, dressing 607.00 One 173.31

with all lead and lift (excluding watering and consolidation)

Selected soil from borrow area with 3 Km lead

3 WBM Grading 1 Providing, laying, spreading and compacting 113.00 One 1608.93

stone aggregates of 90 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/bindingmaterials to fill-up the interstices of coarse

aggregate, wateringand compacting to the required density

grading I as per TechnicalSpecification Clause 405. By Manual

4 Rolling and Watering of earthwork in layers with vibratory roller 1387.00 One 23.18

including filling in depression which occur during the process as Cum

5 Excavation for foundation in sand, gravel, clay soft soils and 1227.20 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

6 Providing and casting in situ ordinary cement concrete M-15 mix 263.00 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

7 Providing and filling in foundation with ordinary cement 15.90 One 3732.29

concrete M-10 mix and providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and curing complete.

8 Providing and applying one coat Epoxy Phenolic primer of DFT 1304.00 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.

9 Providing and laying weep hole in Aburtments, and returns by 388.00 One 355.52

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

jointing the complete as per detailed specification.

10 Providing and laying filter media 600mm. thick directed at the 388.00 One 1268.86

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

specifications.

11 Providing and fixing in position Mild steel dowel bars in pier cap 30.00 One 341.29

or abutment caps for anchorage in fixed end as per detailed

drawings including cutting bending and welding complete.

12 Providing and fixing in position Mild steel dowel bars in pier cap 30.00 One 399.70

or abutment caps for anchorage in free end as per detailed

drawings including cutting bending and welding complete.

13 Providing and filling Pre moulded Asphlat Joint Filler 20mm. Size 66.00 One 711.99

as directed by Engineer in charge. Rmt.

14 Providing PVC 100mm. Diameter water spouts including 24.00 One 159.37

necessary iron gratings as per drawings. No

15 Providing flood gauge marks on sub structure as per design 6.00 One 160.06

including painting complete Sqm

16 Providing and filling sand behind abutments and between return 780.00 One 571.92

as directed. Cum

17 Filling available excavated earth (excluding rock ) in trenches 556.00 One 137.47

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

depth consolidating each deposited layer by ramming and

18 Providing and casting in situ controlled cement concrete M-40 for 144.20 One 5849.81

various thickness wearing coat laid as directed including Cum

tamping, vibrating, finishing, curing and fillingin joints with

bitumen complete

19 Providing and casting in situ controlled cement concrete M-40 for 41.00 One 5416.48

R.C.C. Crash Barrier at the edges of the road, approaches to Cum

bridge structures and medians, conforming to MORTH

Specification and as per details given IRC-5 including dowel bars

25 mm dia, 450 mm long at expansion joints filled with pre-

moulded asphalt filler board, keyed to the structure on which it is

built and installed as per design given in the enclosure to MOST

circular No. RW/NH-33022/1/94-DO III dated 24 June 1994 as

per dimensions in the approved drawing and at locations directed

by the Engineer, all as specified

20 Demolition and disposal of un serviceable materials with all lead 379.00 One 637.86

and lift (ii) Un reinforced cement concrete Cum

21 Providing temporary diversion suitable for traffic during the 120.00 One 4720.74

construction period of the Bridge/Box Structure work by levelling Rmt.

existing ground and constructiong suitable compacted

embankment, alweather road surface with providing, laying &

consolidation of 200 mm WBM in layers in proper carriage width

with safety measures & also provide necessary R.C.C. pipes,

Gunny Bags for 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-Charge

22 Providing and casting -in-situ controlled cement concrete M-30 for 245.00 One 5511.36

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

per 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

23 Providing and casting -in-situ controlled cement concrete M-30 for 19.80 One 5838.96

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 5.0 to 10 M. (1) Piers (2) Abutment (3) RCC return

24 Providing and casting in situ controlled cement concrete M 30 for 84.00 One 5591.55

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

controlled cement concrete M-35 bed blocks or pedstals of

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding, wherever necessary, laying vibating,

curing and finishing complete.

25 Providing and filling in foundation with ordinary cement 169.50 One 3732.29

concrete M-15 mix and providing necessary pin headers including

formwork vibrating, rammering and curing complete

26 Providing and casting in situ Controlled cement concrete M 30 334.00 One 5634.22

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

finishing complete.

27 Providing and casting in situ Controlled cement concrete M 30 20.30 One 5442.72

for Approach slab including formwork, curing and finishing Cum

28 Providing and casting in situ. controlled Cement Conrete M-30 for 400.00 One 4904.55

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

laying, vibrating ramming and curing complete

29 Providing and laying in position FE 550 D TMT bar reinforcement 39.58 One 81154.93

including providing fusion bonded Epoxy coating not less than MT

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 & for (D) Abutment cap & Dirt

wall. (E) Pier Cap

30 Providing and placing in position FE 550/ 550 D TMT bar 37.65 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 cutting, bending,

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

Slab. / App slab / Wearing Coat

31 FE 500 Providing and placing in position FE 550 D bar 37.92 One 81154.93

reinforcement for following items including including providing MT

fusion bonded Epoxy coating 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.For RCC Footing

32 Providing and fixing in position Fe-550D TMT including 127.17 One 80952.68

providing fusion bonded Epoxy coating not less than 175 micron MT

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 for RCC bored piles as per detailed drawing including

cutting bending hooking tying and welding complete and

including forming the cage and lowering it in position

33 Providing and laying controlled cement concrete M-35 for R.C.C. 706.50 One 5040.53

bored piles of 1.20 Mt. diameter including ramming, vibrating Cum

and finishing complete

34 Providing & laying dry rubble stone pucca pitching with panel ( 154.00 One 737.30

of size not more than 10sqmt) of stone masonry 45cm thick wall in Sqm

C.M. 1:5, without base, inverted filter and header stone but with

15 cms thick murrum layer (for base) incl hand packing and

trimming and dressing slopes etc. b) 30cms thick stone pitching

with pointing in C.M. 1:2

35 Dewatering for Bridge/C.D structures and allied works, 1.00 LS 43632.00

foundation areas, pits, trenches etc incl cost of pumping

machineries, pipe lines, labours diesel/electricity/DG set, etc

36 Providing and installing 6 mm MS liner for bored-cast-in-situ 15.61 One 47323.73

concrete piles including applying protective coating as per MT

drawing and specification and as directed by Engineer

37 Conducting low strain pile integrity testing on RC Bored 25.00 One 2020.00

foundation piles using pile integrity tester equipment No.

manufactured by Pile Dynamics Inc. of USA of TNO of

Netherland or equivalent that confirms to ASTM D5882

38 Vertical load testing of piles in accordance with IS 2911 (Part IV) 900.00 One 822.14

including installation of loading platform by Kentledge/Anchor MT

piles method and preparation of pile head or construction of test

cap and dismantling of test cap after test etc. complete as per

specification & the direction of Engineer in-charge.

39 Empty boring through all sorts of strata for providing 1.20 Mt. 625.00 One 4121.23

diameter R.C.C. bored piles to required depth required depth Rmt.

including providing necessary casing pipe with all plants and

equipments as required complete

40 Marking out the centre line of the bridge and various other 1.00 LS 30300.00

component structures and complete lining out and levelling with

theodolite, levels including constructing necessary masonary

pillars for line and levels and establishing necessary bench mrk

etc, complete as directed

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

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

42 Diversion of water course, providing cofferdam and bund or 5.00 LS 50500.00

island for cofferdam as may be necessary for foundation and

maintaining the same for the period as may be necessary

43 Road marking with hot applied thermoplastic paints (Yellow 46.00 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.

44 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 60.00 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.

45 Providing and erecting a "W" metal beam crash barrier 130.00 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

46 Supplying & laying of bi-axial extruded high modulus 1598.50 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

47 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

48 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

49 Route marker sign :- Providing & fixing sign boards made out of 14.00 One 3744.68

2mm aluminium sheet, size 60x45cms. rectangle plus 30x25cms No

additional plate as per the attached drawing (IRC) 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 sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame fabricated from

iron angle of 35 x 35 x 3mm, 75x75x6mm as required, painted

with best quality epoxy coating in black and white bends The

details of 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 45x 60cms. for each leg, including excavation curing

etc. complete under the supervision of engineer in charge.(A)

50 Providing and Laying 6mm thick Tar Paper below Solid slab from 72.00 One 303.00

approved Manufacture only as per instruction of Engineer-in- Sqm

Four Crore Six Lakh Ninety Thousand Four Hundred Seventy Seven Rupees And Forty Seven 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 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

NOTE: Amount Rs 216480 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