NEW GUJARAT PATTERN YOJANA YEAR-2025-26(3054 ROAD&BUILDING) Construction Of Various Road in Dharampur Taluka Dist. Valsad. Pakage DHR-TASP-06(Total 8 Roads, 3.88 Km) (1)Kurgam Main Road To Ratilal Bhusara House Towards Road (NP) km 0/0 To 0/435 (2) Bhesdara Upla Faliya Road To Dahyabhai Somabhai Maholla Towards Road (NP) km 0/0 To 0/425 (3) Nani Dholdungri Main Road To Chhakla Faliya Towards Road (NP) km 0/0 To 0/500 (4) Ambatalat Gobhal Faliya Hanuman Mandir To Sunilbhai House Towards Road (NP) km 0/0 To 0/500 (5) Bopi Khori Faliya Main Road To Adimjuth Mollola Towards Road (NP) km 0/0 To 0/475 (6) Bhavthan Jungal Main Road To Primary School Towards Road (NP) km 0/0 To 0/430(7) Makadban (Patel Faliya) Anganvadi To Dairy Towards Road (NP) km 0/0 To 0/510(8) Luheri Nishal Faliya To Nidhal Faliya Towards Road (NP) km 0/0 To 0/600..Tal. Dharmpur. Dist. Valsad

Name of work: NEW GUJARAT PATTERN YOJANA YEAR-2025-26(3054

ROAD&BUILDING)Construction Of Various Road in Dharampur Taluka

Dist. Valsad. Pakage DHR-TASP-06(Total 8 Roads, 3.88 Km) (1)Kurgam

Main Road To Ratilal Bhusara House Towards Road (NP) km 0/0 To 0/435 (2)

Bhesdara Upla Faliya Road To Dahyabhai Somabhai Maholla Towards Road

(NP) km 0/0 To 0/425 (3) Nani Dholdungri Main Road To Chhakla Faliya

Towards Road (NP) km 0/0 To 0/500 (4) Ambatalat Gobhal Faliya Hanuman

Mandir To Sunilbhai House Towards Road (NP) km 0/0 To 0/500 (5) Bopi

Khori Faliya Main Road To Adimjuth Mollola Towards Road (NP) km 0/0 To

0/475 (6) Bhavthan Jungal Main Road To Primary School Towards Road

(NP) km 0/0 To 0/430(7) Makadban (Patel Faliya) Anganvadi To Dairy

Towards Road (NP) km 0/0 To 0/510(8) Luheri Nishal Faliya To Nidhal Faliya

Towards Road (NP) km 0/0 To 0/600..Tal. Dharmpur. Dist. Valsad

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Unit Total

No. estimated but In Amount

may be more or figures according to

less Rs. Ps. estimated

1 1.16 Hect. Clearing and grubbing road land including 34796.29 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 3489.00 Cu.mt. Earth work in cutting in all coats of soil and soft 104.04 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.

3 157.50 Rmt Supplying and fixing reinforced concrete heavy 1952.00 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 5602.75 Cu.mt. Earthwork for embankment including breaking 169.44 Cu.mt.

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 3.0KM.

5 465.00 Cu.mt. Supplying, Stacking and Spreading the Hard 706.70 Cu.mt.

Murrum including rolling and watering etc.

6 1907.00 cu.mt. Construction of granular sub-base by providing 628.97 cu.mt.

coarse graded material grading-II, spreading in

uniform layers 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,

complete as per clause 401.B

7 1816.60 Cu.mt. Construction of Granular Sub Base by providing 676.21 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.

8 2512.00 Cu.mt. Providing, laying, spreading and compacting 754.49 Cu.mt.

graded stone aggregate to wet mix macadam

specification including premixing the Material

with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site,

laying in uniform layers with paver in sub- base

/ base course on well prepared surface and

compacting with vibratory roller to achieve the

desired density.

9 15588.00 Sq.mt. Providing and applying evenly Priming coat 41.26 Sq.mt.

with emulsion asphalt at the rate of 7.50 Kg/

Sq.m on road surface using emulsion SS-1

(Himcol Made) pressure spreayer etc. complete

including the cost of asphalt

10 1286.10 M.Ton Providing & laying 37.50 mm. thick compacted 2544.37 M.Ton

Bituminous Macadam with using RS1

Emulsion for tack coat at 2.50 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

11 896.20 M.Ton Providing & laying 25 mm. thick SDBC using 3087.94 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.

12 15587.40 Sq.mt. Providing and laying asphalt painting on B.T. 29.69 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.

13 8.00 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.)

14 16.00 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

15 8.00 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)..

16 8.00 No. TASP/VKY Logo Board:- Providing and fixing 4545.00 No.

TASP/VKY 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

45 x 60 cms for each leg, including excavation

curing etc. complete under the supervision of

Engineer-In-Charge (A)Engineering grade.

17 8.00 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)...

18 176.80 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.

19 88.60 Cu.Mt Excavation for foundation up to 1.5m depth 248.16 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.

20 9.40 Cu.Mt Providing & filling in foundation with ordinary 3240.34 Cu.Mt

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

21 79.40 Cu.Mt Providing & filling in foundation with ordinary 3610.39 Cu.Mt

cement concrete M 150 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

22 20.00 Rmt Supplying fixing & joining reinforced concret 3446.50 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

23 internal and fixing Guard stone as per I.R.C.

20.00 No. Providing 349.11 No.

type design including white washing etc.

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

24 2.00 No. Providing and fixing 20cm x 15cm x 2.5cm 279.69 No.

thick year plate of marble stone set in C.M. 1:4

including Finishing and engraving letters, etc.

25 74.84 Sq.mt. White washing with lime on wall surface (two 12.41 Sq.mt.

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust, mortar drops and other foreign matter.

Rs. One Corer Fourty Lack Fifty Eight Thousand One Hundred Twenty Nine and Paise Sixty Three Only.