MMGSY 2025-26(Vanbandhu Kalyan Yojana) Construction of Various Roads of Valsad Taluka Dist. Valsad (Package No. 1 Total 6 Road 7.35 Km.)

Name of work :- Construction of Various Roads of Valsad Taluka Dist. Valsad (Package No. 1 Total 6 Road

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may Item of work Unit

No. In figures In Words estimated

1 2.54 Clearing and grubbing road land including 28393.04 Rupees Twenty Hect.

uprooting trunk vegetation, grass bushes, Eight Thousand

shrubs, sapligs and trees girth upto 300 mm Three Hundred

removal of stumps of trees cut earlier & Ninety Three

disposal of unserviceable material. (C) By and Paise Four

Mechanical means in area of light jungle. Only

2 2282.00 Earth work in cutting in all sorts of soil and 128.07 Rupees One Cum.

soft murrum including conveying and Hundred Twenty

spreading the stuff,embankment as and Eight and Paise

where directed within 200 meters from the Seven Only

end of the cutting wirh all required lead and

3 582.00 Earthwork for embankment including 169.44 Rupees One Cum.

breaking clods, dressing with all lead and lift Hundred Sixty

and including watering rolling, and Nine and Paise

consolidation of subgrade in layers at O.M.C. Forty Four Only

to required dry density including filling the

depression which occur during the process

using power roller 8T to 10T (E) From borrow

area with all lead

4 3669.00 Consructing of granular sub-base Gr-II by 706.64 Rupees Seven Cum.

providing course graded B.T. machine Hundred Six and

crushed material satisfying MOST Paise Sixty Four

specification of (grading II) using materials Only

(26.5 mm to 4.75 mm@ 75 per cent,2.36 mm

below@25 per cent) 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

5 2526.00 Construction of granular sub-base Gr-I by 758.37 Rupees Seven Cum.

providing coarse graded B.T. machine Hundred Fifty

crushed material satisfying MOST Eight and Paise

specification of (grading I) using materials (53 Thirty Seven

mm to 26.5 mm@ 35 per cent,26.5 mm to Only

4.75 mm@45 percent,2.36 mm below@20

per cent) 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 etc. complete.

6 4410.00 Providing and laying wet mix macadam base 835.47 Rupees Eight Cum.

course as per MORTH specification using Hundred Thirty

machine crushed B.T. chips as per required Five and Paise

gradation, mixing with required optimum Forty Seven Only

quantity of water, conveying the mix to site of

work, spreading in to grade and camber with

paver/mechanical means and consolidation

each layer with vibratory roller to aschieve

the desired density including cost of material

labour plant and equipment etc. complete.

7 27635.00 Providing and applying priming coat with 34.10 Rupees Thirty Sqm.

emulsion (SS-2) at the rate of 5.00 kg/ 10 Four and Paise

Sq.mt. including cost of asphalt and Ten Only

preparing the surface heating, and applying

8 994.00 Supplying, stacking & spreading Hard 440.36 Rupees Four Cum.

Murrum on road side for hard side shoulder Hundred Forty

of work as per specification including rolling & and Paise Thirty

watering complete. Six Only

9 105.00 Supplying, fixing & joining reinforced 1952.00 Rupees One Rmt

concrete heavy duty non pressure pipe with Thousand Nine

colars for culverts carryig heavy traffic as per Hundred Fifty

Indian Railway Standard Specifications Two Only

including setting and joining the pipe in

cement mortar 1:2 watering and laying ( to

level or slope) of I.S. class NP-3 600 mm

10 3068.00 Providing & laying 50.00 mm thick bituminous 2734.45 Rupees Two MT

macadam with 0.66 cum stone chips for one Thousand

M.T. using the asphalt 34 kg/M.T. (i.e 3.40%) Seven Hundred

for mixing and emulsion for tack coat 2.5 Thirty Four and

kg/10sqmt heating the asphalt and agg by Paise Forty Five

continues batching of hot mix plant & Only

spreading the same by pavers finisher and

consolidation with power roller of 80 to

KN with necessary equipment, oil, kerosene,

fire, wood, labour charges etc. complete with

contractor's own machinary.

11 997.00 Providing & laying seal coat with B.T. agg. as 3228.83 Rupees Three MT

specifed using agg. at the rate of 0.24 Thousand Two

cu.mt/10Sq.Mt.and bitumen for mixing agg. at Hundred Twenty

the rate of 4.50% i.e. 45.00 kg/M.T. of total Eight and Paise

mix for binder including heating & mixing in Eighty Three

hot / drum mix plant & transporting & Only

sreading the same by paver finisher &

consolidation with vibratory roller incl.

necessary firewoood, oil, lubricants, labour

charges etc. using contractor's own drum mix

plant, machineries & equipment, tools etc.

complete in accordance with the requirement

of specification.

12 27634.50 Providing and laying asphalt painting on B.T. 32.30 Rupees Thirty Sqm.

surface with bitumen VG-30 at rate 5.00 Kg / Two and Paise

10Sq.mt. and spreading stone dust for Thirty Only

painting surface at rate of 0.03 cu.mt. /

13 328.90 Excavation for foundation upto 1.5 m. depth 149.83 Rupees One Cum.

including sorting out and stacking of useful Hundred Forty

material and disposing off the excavated stuff Nine and Paise

as directed by Engineer in charge with all Eighty Three

lead and lift in (B) Dense or hard soil murrum Only

14 43.40 Providing & filling in foundation with ordinary 3240.34 Rupees Three Cum.

cement concrete M 100 mix & providing Thousand Two

necessary vertical pin headers including Hundred Forty

formwork, vibrating ramming and curing and Paise Thirty

complete. Four Only

15 286.70 Provading & casting in situ ordinary cement 3610.75 Rupees Three Cum.

concrete M 150 mix and providing necessary Thousand Six

pinheaders including , shuttering scaffolding Hundred Ten

laying vibrating and finishing without V- and Paise

Grooves. (A) Heigth from 0.0 m to 5.0m for Seventy Five

head wall of causeway Only

16 104.00 Consructing of granular sub-base Gr-II by 709.16 Rupees Seven Cum.

providing course graded B.T. machine Hundred Nine

crushed material satisfying MOST and Paise

specification of (grading II) using materials Sixteen Only

(26.5 mm to 4.75 mm@ 75 per cent,2.36 mm

below@25 per cent) 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

17 52.50 Supplying, fixing & joining reinforced 3446.50 Rupees Three Rmt

concrete heavy duty non pressure pipe with Thousand Four

colars for culverts carryig heavy traffic as per Hundred Forty

Indian Railway Standard Specifications Six and Paise

including setting and joining the pipe in Fifty Only

cement mortar 1:2 watering and laying ( to

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

18 288.96 Wall painting two coats with plastic emulsion 80.35 Rupees Eighty Sqm.

paint of approved brand and manufacturer on and Paise Thirty

wall surfaces to give an even shade including Five Only

thoroughly brushing the surface to remove all

dirt, dust, mortar drops and other foreign

19 0.60 Providing and fixing in position ISI mark TMT 56589.59 Rupees Fifty Six Kg

(Fe-415) bar for temperature reinforcement Thousand Five

for mass concrete pier/abutment returns Hundred Eighty

including cutting bending and tying as Nine and Paise

required complete Fifty Nine Only

20 53.00 Providing and laying weep hole in abutment 84.95 Rupees Eighty No.

and return by using P.V.C. pipes of 100mm Four and Paise

diameter with laying in proper grade and Ninety Five Only

jointing complete etc. as per detailed

21 11.00 Providing & Fixing ordinary K.M. Stone 704.33 Rupees Seven No.

Precast C.C. 1:2:4 including necessary Hundred Four

reinforcement as per I.R.C. type design in and Paise Thirty

C.C. 1:4:8 including painting and lettering etc. Three Only

complete (For VR)

22 34.00 Providing & Fixing Hectometer stone as per 356.50 Rupees Three No.

I.R.C. type design including painting, Hundred Fifty

lettering etc. complete (i) Fixing in C.1:5:10 Six and Paise

23 6.00 Providing & fixing Village Name Board Made 5045.36 Rupees Five No.

out of 2mm aluminium sheet; size Thousand Forty

90x60cms.rectangle as per the design of IRC- Five and Paise

67-1977. Pre treated with phospheting Thirty Six Only

process & acid etching; coated with one coat

of epoxy primer and two coats of best quality

epoxy paint, reflectorised with retro refle retro

reflective 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 50x50x5mm.

painted with best quality epoxy coatings in

black and white bends. The details of symbol

or inscription/numbers 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 curing etc.complete

under the supervision of enginner in

charge.(A) Engineering Grade (VR)

24 6.00 Providing & fixing junction boards made out 7106.36 Rupees Seven No.

of 4mm ACP sheet size 120 X 90 cms Thousand One

rectangle with massage on both side of Hundred Six and

board, as per the design of IRC. Pre treated Paise Thirty Six

with phospheting process and acid etching Only

with one coat of epoxy primer and two coats

of best quality epoxy paint,front side

reflectorised with high intensity Micro

Prismatic Grade Type -IV retro reflective

sheeting as per the IRC-67 and latest MOST

specification and back side message /

lettering shall be painted with ready mix

synthetic enemal paints of superior quality in

required shade and color as specified,

mounted on 2 nos of 3.6mt long stand stand

pst of iron angle 50x50x6mm and frame

fabricated from suitable MS angle of

40x40x3mm as required,painted with best

quality epoxy coating in black and white

bends.The details of the letters / symbols for

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 45x45x60 cms for

each leg, including excavation, curingetc

complete under the supervision of Engineer

25 12.00 MMGSY Logo Board:- Providing and fixing 5050.00 Rupees Five No.

MMGSY Logo Board made out of 2mm Thousand Fifty

aluminium sheet, as per the drawing & Only

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)Engineer grade.

26 50.00 Providing & Recting a “W” G.I. Metal Double 5989.30 Rupees Five Rmt

Beam Crash Barrier Comprising of 3mm thick Thousand Nine

corrugated sheet metal beam rail,70cm Hundred Eighty

above road/ground level, fixed on ICMC Nine and Paise

series channel vertical post, 150x75x5mm Thirty Only

spaced 1.5m center to center, 1.8m high,

1.1m below ground / road level, all steel parts

and fitment to be galvanized by hot dip

process, all fittings to conform to IS:1364,

metal beam rail to be fixed on the vertical

post with a spacer of channel section

150x75x5mm, 330mm long complete as per