Construction Of Box Culvert

Item Rate In

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

1 Clearing and Grubbing road land including 0.07 28393.00 Hect.

uprooting rank vegetation grass bushes,

shrubs, sapling and trees girth up to 300 mm

removal of stumps of trees cut earlier and

Disposal of Uunserviceable Materials (C) By

Mechanical means in Area of Light Jungle.

2 Earthwork for embankment including breaking 2186.00 126.68 Cum

clods, 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 depression which

occur during the process using power roller 8T

to 10T. (E) From Borrow area within Land

Width (upto 10 ton)

3 Providing, laying, and compacting Quarry 26.00 342.70 Cum

spall for Road side shoulders including

spreading in uniform thickness, including

rolling with vibratory roller 80-100 kN static wt.

to proper grade and camber including

watering etc. complete.

4 Construction of granular sub - base by 158.00 990.31 Cum

providing granular material of Grading-II,

spreading in uniform layers with motor grader

on prepared surface, mixing by mix in place

method with front end loader at OMC, and

compacting with vibratory roller to achieve the

desired density, complete as per clause

5 Providing, laying, spreading and compacting 158.00 1192.10 Cum

stone aggregates of specific sizes to water

bound macadam (Grade-I) (B.T. Metal of size

45 to 90 mm) specification including

spreading in uniform thickness, hand packing

, rolling with vibratory roller 80-100 kN static

wt. to proper grade and camber, applying and

brooming, stone screening/binding materials

to fill-up the interstices of coarse aggregate,

watering and compacting etc. complete as per

Specifcation.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

6 Providing, laying, spreading and compacting 232.00 1135.34 Cum

stone aggregates of specific sizes to water

bound macadam (Grade-II) (B.T. Metal of size

45 to 63 mm) specification including

spreading in uniform thickness, handpacking,

rolling with 3 wheeled steel / vibratory roller in

stages to proper grade and camber, applying

and brooming requisite type of screening /

binding Materials to fill up the interstices of

coarse aggregate, watering and compacting to

the required density.

7 Providing and applying Tack coat, using VG- 1515.00 18.77 Sqmt

30 bitumen at the rate 2.50 Kg/10 Sqm on

B.T. surface including cleaning the surface

etc. complete

8 Providing & laying 37.50 mm thick Bituminous 114.00 2493.89 M.T.

grout base course (BUSG) using B.T. stone

aggregate as per required gradation with

asphalt of VG-30 grade at the rate of 1.99 %

i.e. 19.90 Kg / M.T. including heating & mixing

in drum mix plant transporting the mix

spreading the same by paver finisher and

consolidation by vibratory roller as per

MORT&H specification including cost of all

materials fuel, labours, tools and plant etc

using contractors own drum mix plant etc.

9 Providing & laying 37.50 mm thick Bituminous 125.00 3688.02 M.T.

macadam with VG-30 for tack coat @ 2.50 kg/

10 smt on BT surface using B.T. stone

aggregate as per required gradation with

asphalt of VG-30 at the rate of 3.40% i.e.

Kg/ M.T. by weight mix including heating &

mixing in drum mix plant transporting the mix

spreading the same by paver finisher and

consolidation by vibratory roller as per

MORT&H specification including cost of all

materials fuel, labours, tools and plant etc

using contractors own drum mix plant etc.

10 Providing & laying 20.00 mm thick Mix Seal 70.00 4637.72 M.T.

Surface (MSS) using specified graded

machine crushed aggregates with VG-30

grade bitumen at the rate of 5.1% i.e.

Kg/M.T. by weight mix including heating &

mixing in drum mix plant transporting the mix

spreading the same by paver finisher and

consolidation by vibratory roller as per

MORT&H specification including cost of all

materials fuel, labours, tools and plant etc.

comp. and flushind sand @ rate of 0.30 cmt/

Description of Item

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(with brief specification and reference to Quantity Unit Amount

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book of specifications)

11 Hazard Marker Sign :-Providing and fixing 6.00 2423.74 No.

sing boards 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 fabricated from suitable size iron

angle of 35 x 35 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 curing etc. complete under the

supervision of engineer in charge. (A)

Engineer Grade (VR)...

12 Citizen' s information Board- Providing and 1.00 12266.65 No.

fixing of typical MMGSY information board as

per instruction. Two MS plates of 1.6 mm

thick, of 900 mm x 750mm size fixed at top &

bottom duly welded with MS angles of 25 x

25 x 5 mm thick M.S plate shall be welded by

two vertical M.S flats & four horizontal M.S

flates 5 mm thick to 75 mm x 75 mm of

SWG square tubes posts duly embedded in

cement concrete M-15 grade blocks of

600mm x 600mm x 75mm, below ground

level. Painting New letters & figure of any

shade with ready mixed synthetic enample

paint of superior quality in required shade and

colour, All sections of framed posts and steel

tube will be painted with primer and two coats

of epoxy paints as per drawing Clause

and Annexure 1700.1 (10.16)

Description of Item

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(with brief specification and reference to Quantity Unit Amount

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book of specifications)

13 MMGSY "LOGO" Board : Providing and fixing 1.00 4677.92 No.

of MMGSY LOGO informatory sign board with

Logo as per section 1700 of MORD

specifications and drawing. The board will be

a composite unit consisting of Two Plates of

ACM (Aluminum Composite Material),

material specifications as per clause 17001.3.

The top most plate will be of 3mm ACP in

diamond shape of 600x600mm size, riveted

with MS angle iron frame of

25mmx25mmx5mm size on back on edges.

The Lower plate will be of 4mm ACP of

1100x300mm size riveted with MS angle iron

frame of 25mmx25mmx5mm size on back on

edges. Riveting of all the sheets over angle

and flat iron frame will be done neatly to have

plain surface on one side. The angle iron

frame of Both the plates will be welded to a

75mm x75mmx6mm Mild steel post at Centre

and this post will be embeded in cement

concrete M15 grade block of

450x450x600mm below ground level. The

height of the bottom of the lower plate will be

1200mm from normal ground level. The

spacing between the diamond shaped plate

and Lower Plate is kept 150mm. MMGSY

logo, letters and numerals on the ACM should

be made up of Retro Reflective sheeting of

Type-1 AEGP Class-A grade as per the latest

MORD section 1700 and IRC 67-2012

specifications. Al the section of the frame and

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

14 MMGSY Project Information Board: Providing 1.00 8752.96 No.

and fixing of typical PMGSY Project

informatory sign board with Logo as per

of MORD specifications and drawing. The

board will be a composite unit consisting of

Three Plates ACM (Aluminum Composite

Material), material specificaitons as per clause

17001.3. The top most plate will be of 3mm

ACM in diamond shape of 600x600mm size,

riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges.

The middle 4mm ACM plate of will be

1200x150mm size riveted with MS angle iron

frame of 25mmx25mmx5mm size on back on

edges. The main 4mm ACM lower most plate

will be 1500mmx600mm size, riveted with MS

angle iron frame of 25mmx25mmx5mm size.

Riveting of all the sheets over angle and flat

iron frame will be done neatly to have plain

surface on one side. The angle iron frame of

lower most plate and flat iron frame of the

middle plate will be welded to two nos. 75mm

x75mm (12 SWG) sheet tubes posts placed at

1125mm apart centre to centre. the top of the

middle plate will be flushed with the top of

75mm dia medium steel tube posts and these

posts will be embeded in cement concrete

M15 grade block of 450x450x600mm below

ground level. The height of the bottom of the

lower plate will be 1200mm from normal

15 groundmarking

Road level and the hot

with bottom of the

applied middle

thermoplastic 126.00 367.72 Sqmt

paints with reflectorising glass beads on

bitumin surface providing and laying a hot

applied thermoplastic compound 2.5 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 100 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.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

16 Cat Eye / Road Stud / RPM: Supplying of 71.00 326.23 No.

Molded Twin Shanks Raised Pavement

Markers made of polycarbonate and ABS

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 +/-

mm and height not less than 30+/- 2 mm) from

the body is to be 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.

17 Excavation for foundatiuon upto 1.5 m depth 228.00 241.79 Cum

incl. Sorting out & stacking of useful material

& disposing of the excavated stuff upto 50m.

Lead. (B) Dense or hard soil.

18 Excavation for foundation in sand gravel, clay, 266.00 486.77 Cum

soft soil, and murrum etc. incl. sorting,

structuring and dewatering as necessary &

disposing of the excavated stuff as directed.

(Depth up to 3.0 Mt.)

19 Providing and filling in foundation with 29.80 3245.56 Cum

ordinary cement concrete M- 100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

20 Supplying and fixing reinforced concrete 50.00 5530.94 Rmt

heavy duty non pres-sure pipes with collars

for culverts incl. Setting and joining the pipes

in C.M. 1:2 watering & laying (two level or

slope ) of 1200 mm dia. NP3 pipe internal

diametre of IS 458 /

21 Providing and filling in foundation with 438.00 3818.81 Cum

ordinary cement concrete M- 150 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

22 Providing TMT Bar FE 500/500D 933.00 76.21 Kg.

reinforcement for R.C.C. work including

bending, binding and placing in position

complete upto floor two level

23 Providing and laying Weep hole in abutment 78.00 45.81 No.

and return by using PVC. pipe of 100 mm dia

including laying in proper grade and joining

complete etc as per details specification .

24 Providing and laying - Fitter Media 600 mm 130.00 1180.34 Sqmt

thick directed at the back of abutments,

returns and wing walls as per detailed

specifications.

25 White washing with lime on wall surface (two 200.00 12.09 Sqmt

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust; mortar drops and other foreign

26 Dismentalling the existing structure including 1.00 5050.00 Cum

removing & stacking the dismentalled

materials as and where directed

27 Providing and casting in-situ controlled 214.00 4549.04 Cum

cement concrete M - 250 for RCC raft and cut

off walls including shuttering, laying, vibrating,

ramming, and curing complete.

28 Providing and casting in situ controlled 54.00 5423.09 Cum

cement concrete M - 300 for R.C.C. solid

slab including centering, scaffolding, curing &

finishing comp. (including Apoxy Painting of

Exterior Surface)

29 Providing and casting in-situ controlled 12.00 5388.65 Cum

cement concrete M-400 for average 100 mm

thick wearing coat laid as directed including

tamping, vibrating, finishing, curing and

30 Providing and casting in-situ controlled 3.10 4814.57 Cum

cement concrete M-250 for kerb/kerb blocks

including formwork, curing and finishing

31 Providing and casting in-situ controlled 20.00 5246.75 Cum

cement concrete M-300 for approach slab

including formwork curing and finishing

32 Providing and placing in position FE 500/500D 19.80 73217.53 M.T.

bar reinforcement for following items including

cutting bending hooking and tying complete as

per detailed drawing.

33 Providing and fixing post and pipe railing as 34.00 1202.80 Rmt

per detailed drawing including 3 coats of

painting to steel works complete.

34 Provding P.V.C. 100 mm diameter water 12.00 159.37 No.

spouts including necessary iron gratings as

per drawings.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

35 Providing and fixing in position 12 mm thick 20.00 702.12 Sqmt

permoulded joint filler in expansion joint for

fixed ends of simply supported span, covered

with sealant complete as per drawing and

technical specifications.

36 Providing and laying rubble for appron (each 32.00 1041.05 Cum

stone weighing not less than 40 Kg.) including

packing & filling in the interestices with quarry

37 Providing and filling sand behind abutments 165.00 538.85 Cum

and between returns in layers as directed.

38 Providing diversion of road 3.75 mt width for 40.00 7029.94 Rmt

structure by providing & spreading Earthwork,

200 mm Unscreen GSB, 200mm GSB-II and

20 mm MSS. The Length of road is depend on

site condition etc as directed by Engineer in

Charge. (The diversion shall be maintainance

& repair in all weather season. No any extra

payment shall be made for maintainance &

repair work of diversion)

Total Rs.

Rupees SeventyNine Lakh ThirtyOne Thousand One Hundred Three and Paisa FourtyFive Only

I / We / am/are willing to carry out the work at ________________________________% above / below

percent (should be written in figure and words) of the estimated rates mentioned above. Amount of my/our

tender Works out as under.

Estimated Amount Estimated Amount

put to tender Rs. _________ put to tender Rs. _________

Deduct_______% below Add_______% above

Net Rs._________ Net Rs._________

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.

5 Dismentalling of Credit materials amounting of Rs. -196241.08 must be recovered from

Contractor's respective R.A. Bill.

Signature of Contractor

Dy. Executive Engineer Executive Engineer

Panchayat R.&B. Sub Division Panchayat R.&B.Division

Dakor Nadiad