TASP 2025-26 Manmodi Kanchanpada Road km 0/0 To 1/0, Tal. Waghai. Dist. Dang

Name of work: TASP 2025-26

Manmodi Kanchanpada Road km 0/0 To 1/0, Tal. Waghai. Dist. Dang

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimate Unit Total Amount

It. Quantities Item of work Estimate Unit Total Amount

No. estimated but In figures according to

may be more or Rs. Ps. estimated

1 0.20 Hect. Clearing and grubbing road land including 34889.38 Hect.

uprooting rank vegetation, grass bushes, shrubs,

saplings and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of

unserviceable materials.(D) By mechanical

means in area of thorny jungle.

2 240.00 Cu.mt. Earth work in cutting in all coats of soil and soft 112.02 Cu.mt.

murrum including conveying and putting the

stuff in spoil bank maintaining minimum

distance of five meter between top edge of

cutting and top of spoil bank.

3 15.00 Rmt Supplying and fixing reinforced concrete heavy 1968.38 Rmt

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.(iii)

4 120.00 Cu.mt. Supplying, Stacking and Spreading the Hard 849.61 Cu.mt.

Murrum including rolling and watering etc.

5 13.30 Cu.mt. Construction of Granular Sub Base by providing 1219.69 Cu.mt.

coarse graded machine crushed B. T. material

satisfying MOST Specification of Grading - I

using 53 mm to 26.5 mm @ 30% (M.C. Metal),

26.5 mm to 4.75 mm @ 60% (M.C.Metal),

mm below @ 10% (Stone Dust) including

spreading in uniform layer with motor grader on

prepared surface, mixing by mix in place method

with rotavator at OMC and compacting with

vibratory roller to achieve the desired density

with C.B.R. > 30% etc. complete.

6 389.40 M.Ton Providing & laying 50.00 mm. thick compacted 2798.96 M.Ton

Bituminous Macadam with using Emulsion RS1

for tack coat at 2.5 Kg / 10 Sq.Mt. using stone

aggregate as per gradation and aspahlt grade VG-

30 at 3.40 % by weight of total mix hot laid

process with drum mix plant including

consolidation with vibrating roller including

operating plant and machinery cost of asphalt,

fuel, oil, lubricant and labour charges etc.

7 186.30 M.Ton Providing & laying 25 mm. thick SDBC using 3367.05 M.Ton

B.T. stone chips as per MORTH gradation and

specification with asphalt VG-30 at the rate of

50.00 kg. / M.Tone of total wt. for mix i.e. (5.00

% ) by weight of total mix of bitumen including

mixing aggregates & asphalt by continuous

batching drum mix plant & spreading the same

by paver finisher including rolling &

consolidation with 10 - 12 tonnes vibratory roller

& providing tools 7 plants, fire wood, oil,

kerosene, labour charges using contractor's own

machineries etc. complete.

8 3240.00 Sq.mt. Providing and laying asphalt painting on B.T. 31.67 Sq.mt.

surface with bitumen VG-30 at rate 5.00Kg /

10Sq.mt. including spreading stone dust for

painting surface at rate of 0.03 cu.mt. / 10 sq.mt.

9 45.00 Sq.mt. Providing and casting in situ ordinarycement 4526.65 Sq.mt.

concrete M-300 for average 75 mm thick

wearing coat laid as directed including tamping

,vibrating, finishing, curing and filling in joints

with bitumen complete.

10 2.25 Sq.mt. Providing and fixing in position FE 500D TMT 72601.86 Sq.mt.

bar reinforement including cutting, bending and

tying complete as per detailed drawings. (A)

R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C.

Approch slab.(D) Wearing Coat.

11 1.00 No. Providing and fixing ordinary kilometer stone of 704.33 No.

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

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

1:4:8 including lettering and painting etc.

complete. (For OD.R. & V.R.)

12 4.00 No. Providing and fixing Hectometer stone as per 356.50 No.

I.R.C. type design including lettering and

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

13 1.00 No. Informatory sings: Providing and fixing sing 3856.90 No.

boards made out of 2mm aluminium sheet; size

80 x 60cms. 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)..

14 3.00 No. Village name/ Bump Ahed sign :-Providing and 5045.36 No.

fixing sing boards made out of 2mm aluminium

sheet; size 90 x 60cms. rectangle as as per the

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; Letters and numerals should be

as per IRC-30-1968, 3.1m long (2 nos) stand

post and frame fabricated from suitable size iron

angle of 50 x 50 x 5mm painted with best quality

epoxy coatings in black and white bends. the

details of symbol 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 x 45 x 60cms. for each

leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

15 91.10 Sq.mt. Road marking with hot applied thermoplastic 367.72 Sq.mt.

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 excludingof 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

mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service lifeduring 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.

16 99.33 No Cat Eye / Road Stud / RPM: Supplying of 217.40 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 20mm, 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

17 2.00 No Hazard Marker Sign :-Providing and fixing sign 3518.68 No

boards made out of 2.0 mm aluminium sheet /

mm ACP (Aluminum composite Panel); size

90x30 cms. rectangular as per design of IRC-67-

2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint

; reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality 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

blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under

the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective

sheeting from original manufactu

18 44.30 Cu.Mt Excavation for foundation up to 1.5m depth 266.77 Cu.Mt

including sorting out and stacking of useful

material and disposing off the excavated stuff as

directed by Engineer in charge with all lead and

lift in (2) Dense or hard Soil.

19 4.70 Cu.Mt Providing & filling in foundation with ordinary 3362.25 Cu.Mt

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

20 33.90 Cu.Mt Providing & filling in foundation with ordinary 3732.29 Cu.Mt

cement concrete M 150 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

21 10.00 Rmt Supplying fixing & joining reinforced concret 3469.26 Rmt

heavy duty non pressure pipe carrying indian

railway standard with collars for culverts carring

heavy traffic as per Indian railway standard

specification including setting and joining the

pipe in cement mortar 1:2 watering or laying (to

level and slope )of I.S.class NP-3 900mm dia

22 10.00 No. internal

Providing and fixing Guard stone as per I.R.C. 350.80 No.

type design including white washing etc.

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

Rs. Twenty Six Lack Fourty Four Thousand Twenty Four and Paise Fifteen Only.

I/We am/are willing to carry out the work at ________________ % above/below ( percent should

be written in figures and in words ) of the estimated rates mentioned above. Amount of my/our tender works

*Estimated amount *Estimated amount

put to tender Rs. _____________ put to tender Rs. _______________

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note 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.

Note 2 :- The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 3:- GST and Income tax TDS will be deducted at a source while making payments of bills

Note 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 Bidder Executive Engineer

Panchayat (R&B) Division