MMGSY

Name of work:- Construction of Box Culvert on Totaniyala to Rohishala Road at Ch.2/0 (VR) Tal.Vallabhipur

Dist.Bhavnagar (MMGSY NORMAL ~ 2025-26)

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 0.09 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 WBM Grading 1 Providing, laying, spreading and compacting 79.60 One 1681.65

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

3 Excavation for foundation in sand, gravel, clay soft soils and 1770.00 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 Providing and laying rubble for apron (Each stone weighting not 325.00 One 1092.51

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

with quarry spalls.

5 Providing and casting in situ ordinary cement concrete M-15 mix ) 231.00 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

6 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 329.90 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

7 Providing and casting in situ controlled cement concrete M-30 for 88.90 One 5683.95

varies thickness wearing coat laid as directed including tamping, Cum

vibrating, finishing, curing and filling in joints with bitumen

8 Providing and casting in situ Controlled Cement Concrete M-25 240.20 One 4745.95

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

laying, vibrating ramming of curing complete.

9 Providing and casting in situ Controlled cement concrete M 25 for 168.70 One 5294.73

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

finishing complete.

10 Providing and casting in situ Controlled cement concrete M 25 19.90 One 5284.12

mix for Approach slab including formwork, curing and finishing Cum

11 Providing and applying one coat Epoxy Phenolic primer of DFT 1587.00 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.

12 Providing and laying weep hole in Aburtments, and returns by 266.00 One 355.52

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

jointing the complete as per detailed specification.

13 Providing and laying filter media 600mm. thick directed at the 91.00 One 1268.86

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

specifications.

14 Providing & Fixing of Precast R.C.C. Railing of M-30 Grade 104.00 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-

15 Providing 20 Thick Pre-moulded asphalt filler joints as per 107.00 One 769.62

16 Providing PVC 100mm. Diameter water spouts including 36.00 One 159.36

necessary iron gratings as per drawings. No

17 Filling available excavated earth (excluding rock ) in trenches 1081.00 One 137.47

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

depth consolidating each deposited layer by ramming and

18 Dismantling the existing structure including removing and 90.00 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

19 Demolition and disposal of un serviceable materials with all lead 352.00 One 637.85

and lift (ii) Un reinforced cement concrete Cum

20 Diversion: Providing temporary diversion suitable for traffic 100.00 One 2379.56

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

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 178.80 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 242.40 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

(2)Abutment (3) RCC return

23 Providing and casting in situ controlled cement concrete M-30 mix 9.60 One 4992.64

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

24 Providing and laying in position FE 550 D TMT bar reinforcement 1.80 One 81154.93

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 56.20 One 80539.25

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 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

27 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

28 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

One Crore Forty Six Lakh Seventy Seven Thousand Five Hundred Forty One Rupees And Forty Six 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

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 166569.2 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