Resurfacing of Vasana Mota Approach Road Under Kisanpath - 2025-26, Ta. - Bayad Dist. - Arvalli

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

1 Clearing and grubbing road land including 0.20 28455.05 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 unserviceable materials (C) By

mechanical means in area of light jungle

2 Earthwork for embankment including breaking 428.00 131.93 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. From Borrow area with all lead and

3 Providing, laying, and compacting Hard 78.00 274.20 Cum

Murrum for Road side shoulders including

spreading in uniform thickness, rolling with

vibratory roller 80-100 kN static wt. to proper

grade and camber including watering etc.

4 Dismentaling the existing structure including 426.00 930.23 Cum

removing and stacking the dismentelled

materials as and where directed. (A) R.C.C.

5 Construction of B.T.M.C. granular sub-base 304.00 1066.59 Cum

by 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

6 Providing, laying, spreading and compacting 441.00 1117.50 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, hand packing,

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.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

7 Providing and fixing ordinary Kilometer stone 1.00 704.33 No.

of precast C.C. 1:2:4 including necessary

reinforcement as per I.R.C. type design in

C.C. 1:4:8 including painting, lettering etc.

complete (For O.D. road V.R.)

8 Providing and fixing Hectometer as per I.R.C. 3.00 356.50 No.

type design including painting, lettering etc.

complete. (ii) Fixing in C.C. 1:5:10

9 Providing and fixing indicator stone of 39.00 343.27 No.

approved stone as per I.R.C. type design in

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

complete. (ii) Fixing in C.C. 1:5:10

10 Providing and fixing guard stone as per I.R.C. 16.00 350.80 No.

type design including white washing etc.

complete. (ii) Fixing in C.C. 1:5:10

11 Cautionary Warning Sign :- Providing and fixing 2.00 3379.54 No.

sing boards made out of 2mm aluminium sheet;

size 90 x 90 x 90 cms. equilateral triangle as per

design of IRC-67-1977. 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

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, 75 x 75 x 6mm 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 under

the supervision of engineer in charge. (A)

Engineer Grade (VR)

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

12 Facility Informatory Signs :-Providing and fixing 2.00 3856.90 No.

sing boards 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 & acid teching; 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 postand frame fabricated from

suitable size iron angle of 35 x 35 x 3 mm

75x75x6 mm as required; painted with best

quality epoxy coatings in black and white bends.

the details of symbol for eachboard shall details

of symbol for eachboard 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 x45 x

60 cms. for each leg. including excavation

curing etc. complete under the supervision of

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

13 Regulatory/Mandatory signs : Providing and 2.00 3268.79 No.

fixing sing boards made out of 2mm aluminium

sheet; size 60 cms. diameter circle as per the

design of IRC-67-1977 pre treated with

phospheting process & acid eteching; 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 75x75x6 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 under

the supervision of engineer in charge. (A)

Engineer Grade (VR).

14 Providing and fixing Junction board of M.S. 2.00 5236.70 No.

plates and angles asper standard I.R.C. design

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

excavation painting figuring and lettering on

board etc. complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

15 KISANPATH Project Information Board: Providing and fixing of 1.00 8739.69 No.

typical PMGSY Project informatory sign board with Logo as per

1700 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 600x 600mm size, riveted with MS angle iron frame of

25mmx 25mmx 5mm size on back on edges. The middle 4mm

ACM plate of will be 1220x 150mm size riveted with MS angle

iron frame of 25mmx 25mmx 5mm size on back on edges. The

main 4mm ACM lower most plate will be 1500mmx600mm size,

riveted with MS angle iron frame of 25mmx 25mmx 5mm 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 450x 450x 600mm below

ground level. The height of the bottom of the lower plate will be

1200mm from normal ground level and the bottom of the

middle plate will be 100mm above the top level of the lower

most plate. the diamond shaped plate mounted over flat angle

iron frame will be connected to middle plate by square steel

section of 47mmx47mm, thickness 12SWG having a spacing

of 100mm between the diamond shaped plate and middle plate

and this square section will be riveted to the bottom point of the

diamond shaped plate. KISANPATH 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 posts shall be painted with primer and two coats of

epoxy paint. The design, painting and lettering shall be done as

per the KISANPATH Signage Guide and as directed by

Engineer-In-charge. A warranty for 5 years for the Retro

reflective sheeting for Class-A respectively, from original

manufacturer shall be submitted by contractor.

16 Excavation for foundatiuon upto 1.5 m depth 27.00 253.85 Cum

incl. Sorting out & stacking of useful material

& disposing of the excavated stuff upto 50m.

Lead. (B) Dense or hard soil.

17 Providing and filling in foundation with 241.00 3345.58 Cum

ordinary cement concrete M- 100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

18 Supplying and fixing reinforced concrete 22.50 659.99 Rmt

heavy duty non-pressure pipes with collars for

culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes

in C.M. 1:2 watering and laying (to level or

slopes) of class NP3 of following internal

daimeters. (i) 300mm dia.

19 Providing & casting in situ Controlled 511.00 5339.54 Cum

cement concrete M - 250 for Cement

Concrete Road laid as directed including

tamping, vibrating, finishing, curing, and filling

in joints with bitumen complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

20 Compaction and finishing of cement concrete 2838.00 73.14 Sqmt

road by trimix process providing extra labour

charges for the trimix vacum dewatering

service process on cement concrete road

surface by using vacum dewatering pump

floater surface vibrator including making

rough finish to surface as per in including

levelling the complete.

21 Providing and adding & laying surface 8513.00 15.15 Kg.

Hardener in Cement Concrete grade-M25 at

the rate of 3.0 Kg/Sqmt & spreading on

flooring as per directed and instructed by

Engineer in Charge etc. comp.

Total Rs.

Rupees FiftyTwo Lakh Fifty Thousand Nine Hundred Seventeen and Paisa NinetyOne 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.

Signature of Contractor

Dy. Executive Engineer Executive Engineer

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

Bayad Modasa