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 0.10 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 1995.00 One 215.28

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

From Borrow Area within 5.0 Km lead

3 WBM Grading 1 Providing, laying, spreading and compacting 154.90 One 1538.23

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 1995.00 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 5785.00 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

6 Providing and laying rubble for apron (Each stone weighting not 799.60 One 1092.51

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

with quarry spalls.

7 Providing and casting in situ ordinary cement concrete M-15 mix ) 691.00 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

8 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 682.00 One 4308.34

and providing pin headers including shuttering scafolding, laying, Cum

vibrating, curring and finishing complete without V-grooves (A)

Height from 0.0 M to 5.0 M

9 Providing and casting in situ controlled cement concrete M-30 for 214.10 One 5584.56

varies thickness wearing coat laid as directed including tamping, Cum

vibrating, finishing, curing and filling in joints with bitumen

10 Providing and casting in situ Controlled Cement Concrete M-25 494.30 One 4745.95

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

laying, vibrating ramming of curing complete.

11 Providing and casting in situ Controlled cement concrete M 25 for 359.00 One 5770.50

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

finishing complete.

12 Providing and casting in situ Controlled cement concrete M 25 48.30 One 5284.12

mix for Approach slab including formwork, curing and finishing Cum

13 Providing and applying one coat Epoxy Phenolic primer of DFT 3860.00 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.

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

No. of Specification) Figures

14 Providing and laying weep hole in Aburtments, and returns by 621.00 One 355.52

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

jointing the complete as per detailed specification.

15 Providing and laying filter media 600mm. thick directed at the 191.00 One 1268.86

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

specifications.

16 Providing & Fixing of Precast R.C.C. railing of M 30 grade 240.00 One 2154.33

concrete having 2-tire (Row) of hand pail dimension as shown on Rmt.

detail drawing and vertical posts not to exceed 1.625 m including

necessary TMT steel, formwork, painting with weateherproof

paint, supoplying of all materail, labour etc. complete as per

instruction of Engineer-in-charge.

17 Providing 20 mm Thick Pre-moulded asphalt filler joints as per 203.00 One 769.62

18 Providing PVC 100mm. Diameter water spouts including 108.00 One 159.36

necessary iron gratings as per drawings. No

19 Dismantling the existing structure including removing and 85.00 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

20 Diversion: Providing temporary diversion suitable for traffic 310.00 One 2568.43

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.

21 Providing and filling in foundation with ordinary cement concrete 398.90 One 3732.29

M-15 mix and providing necessary pin headers including Cum

formwork vibrating, rammering and curing complete

22 Providing and casting in situ controlled cement concrete M-25 for 366.30 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

23 Providing and casting in situ Controlled cement concrete- M-25 21.90 One 4992.64

Kerb/Kerb blocks including formwork,curing and finishing Cum

24 Providing and laying in position FE 550 D TMT bar reinforcement 4.78 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/

Caps/ Copings etc.

25 Providing and placing in position FE 500 D TMT bar 108.40 One 83405.64

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

26 Providing and filling sand below R.C.C. Raft in Layers including 490.00 One 571.92

ramming and watering complete Cum

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

No. of Specification) Figures

27 Providing and erecting a "W" metal beam crash barrier comprising 168.00 One 3468.34

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

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

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

28 Supplying & laying of bi-axial extruded high modulus 795.80 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

29 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 design No

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

30 Hazard Marker sign : 6.00 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

Three Crore Thirty One Lakh Sixty Five Thousand Six Hundred Rupees And Twenty Paisa.

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

No. of Specification) Figures

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

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.

NOTE: Amount Rs 386880 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

Shihor Bhavnagar