Construction of New Box Culvert (1X4X3) in Olpad Taluka. PKG:-OLP/MMGSY/BOXCULVERT/2026-27.[1]Box Culvert (1X4X3) On Naghoi Bhatgam Road Ta-Olpad Dist-Surat

Name of Work:- Construction of New Box Culvert (1X4X3) in Olpad Taluka. PKG:-

OLP/MMGSY/BOXCULVERT/2026-27.[1]Box Culvert (1X4X3) On Naghoi Bhatgam Road Ta-Olpad

Bill of Quantities

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Memorandum showing items of work to be carried out

Item Item of work Quantities Unit Estimated Total

No. estimated Rates Amount

but may be In figure according to

more or Rs. Ps. estimated

3 4 5 quantities

1 Clearing and grubbing road land including uprooting rank 0.03 Hect. 28455.00

vegetation, grass bushes, shrubs, saplings and trees girth up

to 300 mm removal of stumps of trees cut earlier and

disposal of unserviceable materials and stacking of

serviceble materials to be used of auctioned up to a lead of

1000 meters including removal and disposal of top organic

soil notexeceeding 150 mm in thickness.

2 Earth work for embankment including breking clods, 146.00 Cu.mt. 177.91

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at O.M.C.

to required dry density including filling the depressions

which occur during the processusing power roller 8 to

Tonne (E) From borrow area within all lead.

3 Supplying Stacking & Spreding Hard Murrum below sub 50.93 cu.mt. 928.39

base of work as per specification ,( including

spreding,watering and consolidation) With Vibtatory roller

excceding 80KN and not excceding 120KNetc.complete.

4 Construction of granular sub-base 150 mm thick layer by 46.13 cu.mt. 1270.18

providing machine crushed B.T. material satisfying

MORT&H specification (Fifth revision) of Grading I

including spreading in uniform layer with motor grader on

Providing,surface,

laying,mixing by mix

Spreading and in place method

Compacting with

stone 29.25 cu.mt. 1984.65

aggregate 45 mm to 90 mm size to WBM Grade I Single

layer 100 mm thick in required layer including spreading in

uniform thickness hand packing rolling with vibratory

roller 8 to 10 tonnes to proper grade and camber applying

and broomimg rerusite type of screening binding filler

materials to fill up the interstices of course aggregate

wearing and compacting to the required density Grading I

using screening Type B (13.2 mm stone aggregate) etc.

Item Item of work Quantities Unit Estimated Total

No. estimated Rates Amount

but may be In figure according to

more or Rs. Ps. estimated

3 4 5 quantities

6 Providing & laying spreading and compacting stone 41.63 cu.mt. 1847.29

aggregate 45 mm to 63 mm size to W.B.M. 75 mm thick in

Two layers including spreading in uniform thickness, hand

packing, rolling with vibratory roller 8 to 10 tonnes to

proper grade and camber, applying and brooming requisite

type of screening/ binding/ filler materials to fill up the

interstices of coarse aggregate, watering and compacting to

the required density. Grading II using screening type A

(13.2 mm stone aggregate)

7 Providing and laying bituminous base course 37.5 mm 20.00 M.T 3455.21

thick compacted with tack coat of Emulsion RS-1 at the

rate of 2.5 Kg./10Sqmt. and using B.T. stone aggregates of

required gradation and asphalt (VG-30) grade for mixing

@ 1.99 % by weight of total mix including heating the

aggregate and asphalt by drum mix plant and spreading the

same by paver finisher and consolidation with vibratory

roller including providing all materials, equipments, tools

and plants, oil, kerosene, fire wood, labour charges etc.

8 Providing and laying 37.5 mm thick compacted B.M. 22.00 M.T 4615.70

including tooth picking of the existing road surface and

laying in Single Layer with B.T. aggregate as per

MORT&H specification using Emulsion RS-1 for tack coat

at 2.5 Kg./10Sq.mt. with mechanical sprayer and bitumen

grade VG-30 for mixing at the rate 34.0 Kg/M.T. i.e. 3.4%

of total mix including heating the aggregate and asphalt by

Batching mix plant and spreading the same by sensor paver

finisher and consolidation with vibratory roller including

providing all materials, equipments, tools and plants, oil,

kerosene, fire wood, labour charges etc. complete

9 Providing and laying premix seal coat with B.T.aggregate 9.00 M.T 5528.74

as specified using aggregate at the rate of 0.24 cum/10

sqm. and bitumen ( V.G.30) for mixing with aggregate at

the rate of 4.50% i.e.45.00 Kg / M.ton of total mixing

including heating and mixing in drum mix plant and

transporting spreading the same by paver finisher and

cosolidation with vibratory roller including necessary

firewood, oil, lubricants, labour charges, using contractor's

own drum mix plant, machineries and eqipment, tools

etc.complete in accordance with the requirement of

Item Item of work Quantities Unit Estimated Total

No. estimated Rates Amount

but may be In figure according to

more or Rs. Ps. estimated

3 4 5 quantities

10 Providing and laying Asphalt Painting on B.T. surface 262.50 Sqmt. 55.45

with bitumen VG 30 at the rate of 5.00 kg/ 10sqm, and

spreading stone dust for painting surface at the rate of

11 Excavation for foundation in sand, gravel clay soft soils 237.80 cu.mt. 526.15

and murrum etc. including shorting structting and

dewatring as necessary and dispossing of the excavated

stuff as directed.(A) Depth upto 3:0 M.

Item Item of work Quantities Unit Estimated Total

No. estimated Rates Amount

but may be In figure according to

more or Rs. Ps. estimated

3 4 5 quantities

12 Providing and casting in situ ordinary cement concrete M - 18.80 cu.mt. 3695.35

150 for R.C.C. raft and cut off walls including necessary

shuttering laying, vibrating ramming and curing complete.

13 Providing and casting in situ Controlled cement concrete 25.60 cu.mt. 5270.32

M.250 for R.C.C. work in , walls ,piers , abutment and

R.C.C.return as per drawing including centering shttring

scaffolding where necessary laying vibrating curing and

finishing complete.

14 Providing and casting in situ Controlled cement concrete 18.90 cu.mt. 5400.68

M. 250 for R.C.C. solid slab including centering scaf

folding curing and finishing complete.

15 Providing and casting in situ Controlled cement concrete 25.80 Cu.mt. 4663.10

M.250 for R.C.C.raft and cut off walls including necessary

shuttering laying, vibrating ramming and curing complete.

16 Reinforced Cement Concrete Crash Barrier (Provision of 24.00 Rmt. 4917.69

an Reinforced cement concrete crash barrier at the edges of

the road, approaches to bridge structures and medians,

constructed with M-40 grade concrete with Fe- 550D TMT

reinforcement conforming to IRC:21 and dowel bars

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

17 Providing and casting in situ controlled cement concrete of 3.80 cu.mt. 5343.53

M 40 for wearing coat laid as directed including tamping

vibrating finishing curing and filling in joints with bitumen

18 Providing and casting in situ ordinary cement concrete M. 111.60 Cu.mt. 3901.36

150 mix and providing necessary pin headers including

shuttring scaffolding laying vibrating curing and finishing

complete. Without V-Grooves. (A) Height from 0.0 M to

Item Item of work Quantities Unit Estimated Total

No. estimated Rates Amount

but may be In figure according to

more or Rs. Ps. estimated

3 4 5 quantities

19 Providing and placing in position FE 500D TMT bar 7.20 M.T 73243.02

reinforcement including cutting, bending, hooking, and

tying complete as per detailed drawing.(A) Solid Slab.

20 Providing and laying weep hole in abutmemt and returning 48.00 Nos. 89.20

by using A.C. pipes of 100 mm. Diameter including laying

in proper grade and joining etc. comp as per detailed

specifications.

21 Providing and laying filter media 600 mm thick as directed 47.50 Sq.mt. 1311.18

at the back of abutments and returns and wing walls as per

detailed specifications

22 Providing and filling rubble for appron including hand 67.00 cu.mt. 1083.84

packing and filling in the interstics etc compltete

23 Providing and filling sand below RCC raft in layers 16.50 Cu.mt. 504.42

including ramming abnd atering etc compolete

24 Providing Diversion of road 3.75 mt width (having 5.50mt 50.00 Rmt. 2354.82

formation width)for structure by providing & spreding

Earth work,600 mm GSB-II 200 mm.GSB-I 200mm,The

length of road is depend on site condition etc as directed by

Engineer in Charge

25 Dismentaling the existing structure including removing and 46.00 Cu.mt. 955.41

stacking the dismentelled materials as and where directed.

(A) R.C.C. work

26 Wall painting two coats with Plastic emulsion 131.50 Sq.mt. 84.37

paintApproved brand and manufacture brushing, interiour

to give an even shade including cleaning the surface an

even shade including cleaning the surface of all dirt, dust,

and other foreign matter

Item Item of work Quantities Unit Estimated Total

No. estimated Rates Amount

but may be In figure according to

more or Rs. Ps. estimated

3 4 5 quantities

27 Hazard Marker Sign :-Providing and fixing sing boards 2.00 Nos. 2423.74

made out of 2mm aluminium sheet; size 90 x 30cms.

rectangle as as per the design/drawing attached (IRC)

pretreated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro refiective sheeting as

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

and frame fabriated from suitable size iron angle of 35 x

x 3mm & 50 x 50 x 5mm painted with best quality epoxy

coatings The fixing at site shall be in 1:2:4 CC block of

size 45x45x 60cms. for each leg. including excavation

etc. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

28 Informatory Signs:- Providing and fixing Informatory 2.00 Nos. 3856.90

Signs made out of 2mm aluminium sheet, size 80 x 60 cms

rectangle, as per the design of IRC-67-1977. Pre treated

with phospheting process and acid etching coated with one

coat of epoxy primer and two coat of best quality epoxy

paint, refloctrorized with retro reflective sheeting as per the

latest M.O.S.T. specification, 3.1 Mt. long stand post and

frame fabricated from suitable size iron angle of 35 x 35 x

3 mm, 75 x 75 x 6 mm as required painted with best

quality epoxy coatings in black and white bends. The

details of symbol 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 45 x 60 cms for each leg,

including excavation curing etc. complete

Item Item of work Quantities Unit Estimated Total

No. estimated Rates Amount

but may be In figure according to

more or Rs. Ps. estimated

3 4 5 quantities

29 MMGSY Logo Board:- Providing and fixing MMGSY 2.00 Nos. 4545.00

Logo Board made out of 2mm aluminium sheet, as per the

drawing & design. Pre treated with phospheting process

and acid etching coated with one coat of epoxy primer and

two coat of best quality epoxy paint, refloctrorized with

retro reflective sheeting as per the latest M.O.S.T.

specification, 3.1 Mt. long stand post and frame fabricated

from suitable size iron angle of 35 x 35 x 3 mm, 75 x 75 x

6 mm as required painted with best quality epoxy coatings

in black and white bends. The details of symbol 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

x 60 cms for each leg, including excavation curing etc.

complete under the supervision of Engineer-In-Charge

(A)Engineer grade.

Rupees One Crore ThirtyFive Lakh FourtyFour Thousand Four Hundred Seventeen Paise ThirtyTwo Only

I/We am /are willing to carry out the work at…………% above/below percent (should be written in figures and words)

at the estimated rates mentioned above amount of my/your tender works out as under.

*Estimated Amount put to Tender *Estimated Amount put to Tender

Deduction …………….. % below………………… Add ………… % above Rs. …………….

1 The Contractor shall be exhibit board with detailed specification and details of work as

directed by Engineer-In-Charge for which no Extra payment shall be made.

2 The laboure 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.

5 Credit value of amount Rs. 0.00 will be Deducted from 1st R.A. Bill

Signature of Bidder

Deputy Executive Engineer Executive Engineer

Panchayat (R & B ) Sub Division, Panchayat (R & B ) Division,

Item Item of work Quantities Unit Estimated Total

No. estimated Rates Amount

but may be In figure according to

more or Rs. Ps. estimated

3 4 5 quantities