MMGSY

BILL OF QUANTITIES

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

No. of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 0.14 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 111.20 One 1479.65

stone aggregates of 90 to 45mm 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 Means

3 Excavation for foundation in sand, gravel, clay soft soils and 2083.00 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

4 Excavation in large boulders and soft rock by wedging including 232.00 One 733.62

shoring, strutting and dewatering as necessary and disposing of Cum

the excavated stuff as directed,

5 Providing and laying rubble for apron (Each stone weighting not 302.00 One 1092.51

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

with quarry spalls.

6 Providing and casting in situ ordinary cement concrete M-15 mix ) 379.00 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 cast in situ Ordinary Cement Concrete M-20 Mix 460.80 One 4308.34

and providing pin headers including shuttering scafolding, Cum

laying, vibrating, curring and finishing complete without V-

grooves (A) Height from 0.0 M to 5.0 M

8 Providing and casting in situ controlled cement concrete M-30 for 120.70 One 5683.95

varies thickness wearing coat laid as directed including tamping, Cum

vibrating, finishing, curing and filling in joints with bitumen

9 Providing and casting in situ Controlled Cement Concrete M-25 397.60 One 4745.95

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

laying, vibrating ramming of curing complete.

10 Providing and casting in situ Controlled cement concrete M 25 for 303.20 One 5294.73

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

finishing complete.

11 Providing and casting in situ Controlled cement concrete M 25 22.50 One 5284.12

mix for Approach slab including formwork, curing and finishing Cum

12 Providing and applying one coat Epoxy Phenolic primer of DFT 2405.00 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.

13 Providing and laying weep hole in Aburtments, and returns by 409.00 One 355.52

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

jointing the complete as per detailed specification.

14 Providing and laying filter media 600mm. thick directed at the 120.00 One 1268.86

back of abutments, returns and wing walls as per detailed No

specifications.

15 Providing and laying in Position FE 500D TMT bar reinforcement 2.760 One 73858.69

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

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

R.C.C. Returns / Walls / Caps/ Copings etc.

16 Providing and Fixing in position FE 500D TMT bar reinforcement 89.500 One 73243.02

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

detailed drawaing (A)Solid Slab / App. Slab/ Wearing Coat

17 Providing & Fixing of Precast R.C.C. Railing of M-30 Grade 127.00 One 2063.43

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 2.0 m including necessary TMT steel,

Form Work, Painting with Weatherproof Paint, Supplying of all

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

18 Providing 20 Thick Pre-moulded asphalt filler joints as per 100.00 One 769.62

19 Providing PVC 100mm. Diameter water spouts including 32.00 One 159.36

necessary iron gratings as per drawings. No

20 Filling available excavated earth (excluding rock ) in trenches 1552.00 One 137.47

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

depth consolidating each deposited layer by ramming and

21 Dismantling the existing structure including removing and 76.00 One 952.51

stacking the dismantlled materials as and where directed. RCC Cum

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

1000m including earthwork and Dismantaling of Masonary Rmt.

works as per technical Specification Clause 202.(B) Above

23 Demolition and disposal of un serviceable materials with all lead 170.00 One 637.85

and lift (ii) Un reinforced cement concrete Cum

24 Diversion: Providing temporary diversion suitable for traffic 150.00 One 2228.06

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 & 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.

25 Providing and filling in foundation with ordinary cement 235.50 One 3732.29

concrete M-15 mix and providing necessary pin headers including Cum

formwork vibrating, rammering and curing complete

26 Providing and casting in situ controlled cement concrete M-25 for 429.80 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 /

R.C.C. Walls (2)Abutment (3) RCC return

27 Providing and casting in situ controlled cement concrete M-30 11.90 One 4992.64

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

finishing complete.

28 Road marking with hot applied thermoplastic paints (Yellow 54.00 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.

29 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 54.00 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.

30 Providing and erecting a "W" metal beam crash barrier 132.00 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 12 centre, 1.8 m high,

1.1 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

31 Supplying & laying of bi-axial extruded high modulus 491.70 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

32 Cautionary warning sign:-Providing & Fixing sign boards made 2.00 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

33 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

34 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 Twenty One Lakh Twelve Thousand Seven Hundred Sixty Seven Rupees And Eighty Three

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 233946.3 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

Talaja Bhavnagar