Resurfacing of Devipur Approach Road Km.0/000 to 0/850 Ta.Halvad, Dist.; Morbi (Under MMGSY-Normal-2025-26) (3rd Attempt)

Name of work :- Resurfacing of Devipur Approach Road Km.0/000 to 0/850 Ta.Halvad,

Dist.; Morbi (Under MMGSY-Normal-2025-26)(3rd Attempt)

BILL OF QUANTITIES

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

1 Clearing and grubbing road land including 0.19 One 28455.09

uprooting rank vegetation grass Hect.

bushes,shrubs,sapling and trees girth upto

300 mm removal of stumps of tree scutearlie

rand disposal of unserviceable materials (C)

By mechanical means in area of light jungle

2 Providing, laying, spreading, rolling, 156.00 One 591.82

watering & Consolidation to desireddensity Cum

of Quarry spall with all lead and lift.

3 Providing, Laying, Spreding and 629.00 One 1327.31

Compacting Stone Aggregate of 63 to 45 mm Cum

Size To Water Bound Macadum Specification

including Spreding 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/Binding Material To Fill up the

Interstices of Coarse Agrregate, Watering

and Compacting to The Required Density

Grading-II as per Technical Specification

4 Providing and Laying bitumeaneous grout 375.00 One 2267.12

37.50 mm Thick Using Asphalt Grade VG 30 MT

& Emulsion RS-1 for Tack Coat at the Rate of

4.00 kg./per 10 Smt. on WBM Surface and

using BT Chips for Required Gradation with

Asphalt of Grade VG 30 at the rate of 1.99 %

i.e.e. 19.90 Kg/ MT by Weight of Mix

including heating and Mixing in drum mix

plant, Transporting the Mix and Sprading

the Same by Paver Finisher and

Consolidation as per MOST Specification

including Cost of all materials, Fuel,

Labours, tools and Plants etc. using

contractor's own drum mix plant etc.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

5 Providing, Laying and rolling of 37.5 mm 207.00 One 2810.36

thick Compacted Bitumeneous Macadam MT

(BM) in One Layer With B.T aggregates as

per MoRTH&H specified and Emulsion RS-1

For Tack Coat at the Rate of 2.50 kg./per

Smt. on B.T. Surface (As per IRC-16) with

mechanical sprayer and using Asphalt of

Grade VG 30 at the rate of 3.4 % i.e.

Kg/ MT by Weight of Mix including heating

and Mixing in drum mix plant, Transporting

the Mix and Sprading the Same by Paver

Finisher and Consolidation with vibratory

roller including necessary including cost of

hire charges, firewood,oil,lubricants

charges,etc.by using contractor's own drum

mix plant,machineries and equipment,tools

etc.complete in accordance with the

requirement of specification.

6 Providing, Laying ad Rolling of 20 mm thick 115.00 One 3303.18

Compacted Mix Seal Surface With BT and MT

Aggregate as specified using Bitumen grade

VG-30 For Mixing with Aggregate at the rate

of 5.10 % i.e. 51.00 Kg / MT of total mixing

in drum mix plant and transporting the mix

material by tippers and laying with Paver

Finisher and Consolidation with vibratory

roller including necessary Cost of all

materials, Fire Wood, Oil, Lubricant, Fuel,

Labours, tools and using contractor's own

drum mix Plants,machineries and

equipment,tools etc. Incl. Flushing of Sand

0.3 Cum/ 10 Sqm etc. Complete.In

Accordance with the requirement of

7 Providing and fixing Precast cement concrete 3.00 One 356.49

Hectometer as per IRC type design incl. No

painting, lettering etc. fixing in C.C. 1:5:10.

8 Providing and fixing Precast cement concrete 20.00 One 350.80

Guard stone as per I.R.C. type design No

including white washing etc. complete.

Fixing in C.C.1:5:10.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

9 Providing and fixing ordinary Kilometer 2.00 One 704.33

stone of pre-cast C.C. 1:2:4 including No

necessary reinforcement as per I.R.C. type

design in C..C. 1:4:8 including painting

lettering etc. complete. (For ODR, VR)

10 Providing and fixing Indicator stone of 29.50 One 343.26

approve stone as per I.R.C. type design in No

C.C. 1:4:8 including white washing etc.

complete Fixing in Earth

11 Supplying and fixing Junction Boards of 2.00 One 5236.69

M.S. plates and angles as per I.R.C. design No

incl;. Fixing in C.C. 1:4:8 with necessary

excavation painting, figuring, lettering on

boards etc. complete.

12 Providing and fixing Village name Boards as 1.00 One 3437.59

per standard I.R.C. type design of steel plate No

incl. painting, lettering etc. complete with

fixing in C.C. 1:4:8 block with necessary

excavation etc. complete

13 Informatory Signs :-Providing and fixing sing boards 2.00 One 3856.89

made out of 2mm aluminium sheet; size 80 x 60cms. No

rectangle as per the 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(VR)...

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

14 Route marker sign :-Providing & fixing sign boards 8.00 One 3744.67

made out of 2mm aluminium sheet, size 60x45cms. No

rectangle plus 30x25cms additional plate as per the

attached drawing (IRC) pre treated with phospheting

process & acid etching. coated with one coat of epoxy

primer and two coats of best quality epoxy paint

reflectorised with retro sheeting as per latest M.O.S.T.

Specifications ; 3.1m long stand post and frame

fabricated from iron angle of 35 x 35 x 3mm

75x75x6mm as required, painted with best quality

epoxy coating in black and white bends The details of

numerals for No. 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 45x 60cms. for No. leg,

including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer

15 Cautionary Warning Sign : Providing and fixing sign 2.00 One 3808.65

boards made out of 2mm Aluminium sheet size No

90x90x90 cms. Equilateral treangle as per the design

of IRC-67-1977 pre treated with phospheting process

and acid etching coated with one coat of apoxy

primer and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest

MOST specification 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of

35x35x3mm, 75x75x6mm. as required painted with

best quality epoxy coating in black and white bends

the details of symbole 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 45x45x60cms. for

each leg including excavation curring etc. complete

under the supervision of engineer in charge (A)

Engineering Grade.

16 Providing and erecting logo cum informatory retro 1.00 One 6050.91

reflectorised board as per IRC-67 made of engineering No

grade sheeting as per specification fixed over

aluminium sheeting, 2mm thick as logo board with

vertical support of M.S. angle 35x35x5 mm and lateral

clearance of 100mm between logo & informatory

board and 2mm thick M.S. plate as information board

with area exceeding 0.90 sqm. fixed on frame of an

angle 35x35x5 mm and supported on a M.S. angle

iron post 75mm x 75mm x 6 mm - 2Nos firmly fixed

to the ground by means of properly designed

foundation with M 15 grade cement concrete 45cm x

45cm x 60cm, below ground level as per drawing,

including painting and installation at site

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

17 Providing and laying of Hot applied Thermoplastic 1300.00 One 367.72

compound 2.5 mm thick including Reflectorising Sqm

Glass Beads @ 250 gms per Smt area, thickness of

mm is exclusive of surface applied glass beads as per

IRC : 35 & finished surface to be level, uniform and

free from streaks and holes. (As per Government

letter No.SOR 102003/94/S-1/ Dated.20-7-2004)

18 Cat Eye / Road Stud / RPM: Supplying of 74.00 One 326.23

Molded Twin Shanks Raised Pavement No

Markers made of polycarbonate and ABS

moulded body and reflective panels with

micro prismatic lens capable of providing

total internal reflection of the lightentering

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.

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 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

Thirty and asLakh(s)

Three directedThirty

by Engineer in-

One Thousand Four Hundred Thirty Six And

Paise Twenty Four Only

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.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

* 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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division