Mukhyamantri Halpati Sarvangi Utkarsh Yojna : 2025 - 2026 Construction of Various Roads in Chikhli Taluka District Navsari Package No.5 [Total 2 Roads & Km.2.68] Taluka : Chikhli. District : Navsari.

Memorandum showing items of work to be carried out

Quantities Estimated Rates Total

estimated Amount

but may Item of work Unit according to

be more In words estimated

or less Rs. Ps. quantities

1 0.80 Hect. Clearing and Grubbing Road land including 35063.83 Rupees Thirty Hect.

uprooting rank vegetation, grass brushes, Five Thousand

shrubs, saplings and trees girth up to and Paise

300mm removal of stumps of trees cut Eighty Three

earlier and disposal of unserviceable Only

materials By mechanical means in area of

All type of Jungle.

2 1303.00 Cu.mt. Earth work in cutting in all sorts of soil and 106.81 Rupees One Cu.mt.

soft murrum including conveying and Hundred Six

putting the stuff in spoil bank maintaining Eighty One Only

minimum distance of five meter between

top edge of cutting and top of spoil bank

Earth to be deposited in side shoulders.

[For Road side Gutter]

3 37.50 Rmt. Supplying fixing & joining reinforced 1968.38 Rupees One Rmt.

concret Heavy Duty Non Pressure Pipe Thousand Nine

carrying indian railway standard with Eight and Paise

collars for culverts carring heavy traffic as Thirty Eight

per Indian railway standard specification Only

including setting and joining the pipe in

cement mortar 1:2 watering or laying (to

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

4 757.00 Cu.mt. Earthwork for Embankment for including 173.67 Rupees One Cu.mt.

breaking clods, dressing with all lead and Seventy Three

lift including watering rolling & and Paise Sixty

consolidation of subgrade in layers at Seven Only

O.M.C. to required dry density including

filling the depression which occurs during

the process using power roller 8T to 10T.

From Borrow area with all lead and lift.

5 1500.00 Sq.mt. Scarifying Gavelled macadam or Bitumen 41.74 Rupees Forty Sq.mt.

macadam surface 6 cm to 10 cm depth Seventy Four

including stacking useful materials on road Only

side and disposing of remaing stuff.

6 302.00 Cu.mt. Supplying, Stacking, Spreading & Rolling of 684.58 Rupees Six Cu.mt.

Hard Murrum on road side for hard side Hundred

shoulder of work as per specification and Paise Fifty

including filling the mesure boxes of Eight Only

standard size etc. complete.

7 398.00 Cu.mt. Construction of Granular Sub-Base by 676.13 Rupees Six Cu.mt.

providing course graded B.T. machine

crushed material satisfying MOST and Paise

specification of Grading II using materials Thirteen Only

(26.5 mm to 4.75 mm @ 75 per cent,

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 etc. complete.

8 1476.40 Cu.mt. Construction of Granular Sub Base by 678.53 Rupees Six Cu.mt.

providing coarse graded machine crushed Hundred

B. T. material satisfying MOST Specification and Paise Fifty

of Grading - I using 53 mm to 26.5 mm @ Three Only

35% (M.C. Metal), 26.5 mm to 4.75 mm @

45% (M.C. Metal), 2.36 mm below @ 20%

(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.

9 1868.00 Cu.mt. Providing, laying, spreading and 764.37 Rupees Seven Cu.mt.

compacting graded stone aggregate to Wet

Mix Macadam specification including Thirty Seven

premixing the Material with water at OMC Only

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

10 8940.00 Sq.mt. Providing and applying evenly Priming Coat 62.82 Rupees Sixty Sq.mt.

with Emulsion Asphalt at the rate of 7.50 Two and Paise

Kg. / 10 Sq.mt. on road surface using Only

Emulsion SS-1 (Hincol Made) pressure

sprayer etc. complete including the cost of

11 671.00 M.Ton. Providing, laying Bituminous Base Course 2029.28 Rupees Two M.Ton.

37.5 mm thick compacted in One layers Twenty Nine

with tack coat of Emulsion RS-1 at the rate and Paise

of 2.5 Kg / 10 Sq.mt. and using B.T. stone Twenty Eight

aggregates of required gradation and

asphalt (VG-30) grade for mixing @ 1.99 %

by weight of total mix including heating the

aggregate and asphalt by drum mix plant

and spreading the same by paver finisher

and consolidation with vibratory roller

including providing all materials,

equipment, tools and plants, oil, kerosene,

fire wood, labour charges etc. complete.

12 470.10 M.Ton. Providing & laying 25 mm thick Open 2676.59 Rupees Two M.Ton.

Graded (compacted) Bituminous Carpet

considering 0.66 Cu.mt. / 10 Sq.mt. stone Seventy Six

chips for one M.Ton as per specification, and Paise Fifty

using the asphalt at rate 33.60 Kg. / M.Ton

(i.e. 3.36% by weight of Total Mix) for

mixing and Emulsion RS-1 / Asphalt VG-30

for tack coat at rate 2.5 Kg. / 10 Sq.mt.

including heating and mixing the asphalt

VG-30 grade and stone aggregates by

continuous batching of hot / drum mix

plant and transporting and spreading the

same by paver finisher and consolidation

with vibratory roller with necessary

equipments oil, kerosene, fire wood, labour

charges etc. complete with contractor's

own machineries and equipment tools etc.

complete in accordance with the

requirement of specification.

13 242.10 M.Ton. Providing and laying Seal Coat with B.T. 2940.46 Rupees Two M.Ton.

aggregate as specified using aggregate at Thousand Nine

the rate of 0.18 Cum. / 10 Sqm. and and Paise Forty

bitumen VG - 30 grade for mixing with Six Only

aggregate at the rate of 4.5% i.e. 45.00 Kg. /

M.T. of total mix including heating and

mixing in hot / drum mix plant and

transporting and spreading the same by

paver finisher and consolidation with

vibratory roller including necessary

firewood, oil, lubricants, labour charges

using contractor's own hot / drum mix

plant, machineries and equipment, tools

etc. complete in accordance with the

requirement of specification.

14 8940.00 Sq.mt. Providing and laying Asphalt Painting on 30.28 Rupees Thirty Sq.mt.

B.T. Surface with bitumen V.G. 30 at rate of and Paise

5 Kg. / 10 Sq.mt. including spreading stone Only

dust on painting surface at the rate of

15 5.00 No. Providing and fixing ordinary Kilometer 704.33 Rupees Seven No.

Stone of precast C.C. 1:2:4 including Hundred Four

necessary reinforcement as per I.R.C. type Thirty Three

design in C.C. 1:4:8 including lettering and Only

painting etc. complete.

16 11.00 No. Providing and fixing Hectometer Stone as 356.50 Rupees Three No.

per I.R.C. type design including lettering Hundred Fifty

and painting etc. complete. (I) Fixing in C.C. Fifty Only

17 2.00 No. Informatory sings: Providing and erecting 3856.90 Rupees Three No.

informatory retro-reflectorised board as

per IRC-67 made of engineering grade Fifty Six and

sheeting as per specification fixed over Paise Ninety

aluminium sheeting two mm thick as logo Only

board with vertical support of M.S. angle

and 35 mm x 35 mm x 5 mm and lateral

clearance of 100 mm between logo and

iformatory board and two mm thick M.S.

plate as information board with area

exceeding 0.9 sqm fixed on frame of an

angle 35 x 35 x 5 mm and supported on a

mild steel angle iron post 75 mm x 75 mm x

6 mm : 2 Nos firmly fixed to the ground by

means of properly designed foundation

with M15 grade cement concrete 45 cm x

45 cm x 60 cm below ground level as per

drawing including painting and installation

at site. [B] Engineering Grade.

18 39.20 Cu.mt. Excavation for foundation upto 1.5m depth 254.36 Rupees Two Cu.mt.

including sorting out and stacking of useful Four and Paise

material and disposing off the excavted Thirty Six Only

stuff as directed by Engineer in charge with

all lead and lift in (B) Dense or Hard Soil.

19 4.20 Cu.mt. Providing and filling in foundation with 3304.02 Rupees Three Cu.mt.

ordinary cement concrete M-100 mix and Three Hundred

providing necessary vertical pin headers Four and Paise

including formwork, vibrating, ramming

and curing completed.

20 41.10 Cu.mt. Providing & Filling in Foundation with 3674.07 Rupees Three Cu.mt.

ordinary cement concrete M 150 mix and Thousand Six

providing necessary vertical pin headers Seventy Four

including formwork vibrating ramming & and Paise

curing complete. Seven Only

21 7.50 Rmt. Supplying and fixing reinforced concrete 3469.26 Rupees Three Rmt.

Heavy Duty Non-Pressure Pipes with Thousand Four

collars for culverts carrying heavy traffic as Nine and Paise

per IS 458-1991 specifications including Twenty Six

setting the pipes in C.M. 1:2 watering and Only

laying (to level or slopes) of class NP3 of

following internal diameters. (v) 900mm

22 10.00 Cu.mt. Providing and fixing Guard Stone as per 350.80 Rupees Three Cu.mt.

I.R.C. type design including white washing and Paise

etc. complete (I) Fixing in CC 1:5:10.

23 37.42 Sq.mt. White Washing with lime on wall surface 12.73 Rupees Twelve Sq.mt.

(two coats) to give an even shade including and Paise

thoroughly booming the surface to remove Only

all dirt, dust, mortar drops and other

foreign matter.

24 20.16 Cu.mt. Dismantling the existing structure 932.65 Rupees Nine Cu.mt.

including removing and stacking the

dismantled materials as and where Paise Sixty Five

directed. (A) RCC Work. Only

25 130.00 Cu.mt. Excavation for foundation in sand, gravel, 513.62 Rupees Five Cu.mt.

clay, soft, soils and murrum etc. including Thirteen and

sorting strutting and dewatering as Paise Sixty

necessary and disposing off the excavated

stuff as directed. (A) Depth up to 3.0 Mtr.

26 16.00 Cu.mt. Providing and filling Sand Below R.C.C. Raft 552.22 Rupees Five Cu.mt.

in layers including ramming and watering Two and Paise

27 22.00 Cu.mt. Providing and Casting in situ Controlled 4633.50 Rupees Four Cu.mt.

Cement Concrete M-250 for R.C.C. Raft and Thousand Six

cutt-off walls including necessary Thirty Three

shuttering laying, vibrating, ramming and and Paise Fifty

curing complete. Only

28 65.00 Cu.mt. Providing and casting in situ Controlled 5238.48 Rupees Five Cu.mt.

Cement Concrete M-250 for R.C.C. Returns Hundred

as per drawings including centering, Thirty Eight

shuttering, scaffolding where necessary and Paise Forty

laying, vibrating, ramming and curing

complete. (A) Height from 0.0 to 5.0 m, (1)

Piers (2) Abutment (3) RCC Returns

29 9.00 Cu.mt. Providing and casting in situ Controlled 5373.90 Rupees Five Cu.mt.

Cement Concrete M-250 for R.C.C. Solid

Slab including centering, scaffolding, curing Ninety Only

and finishing completed.

30 14.00 Cu.mt. Providing and casting in situ Ordinary 4357.84 Rupees Four Cu.mt.

Cement Concrete M-250 mix and providing Three Hundred

necessary vertical pin headers including Fifty Seven and

shuttering, scafolding, laying, vibrating,

curing and finishing complete without V-

groves. (A) Height from 0.0 M to 5.0 M.

31 2.00 Cu.mt. Providing and casting in situ Controlled 5314.06 Rupees Five Cu.mt.

Cement Concrete M-250 for average 75mm Thousand

thick Wearing Coat laid as directed Fourteen and

including tamping, vibrating, finishing, Paise Six Only

curing and filling in joints with bitumen

32 4.67 M.Ton. Providing and Placing in position Fe 500 / 73550.86 Rupees M.Ton.

500D bar reinforcement for following R.C.C. Thousand Five

work items including cutting, bending, Hundred Fifty

hooking and tying complete as per detailed and Paise

Eighty Six Only

drawing. (1) Curb, staining, cap and RCC

Raft, (2) Piers, Abutments, (3) Solid slab,

Deck Slab, (4) RCC Kerb, RCC Footpath, RCC

Approach Slab, Wearing coat.

33 80.00 No. Providing and laying Weep Hole in 87.07 Rupees Eighty No.

abutment and return wall by using P.V.C. Seven and

pipes of 100 mm diameter including laying Only

in proper grade and jointing etc. complete

as per detailed specification.

34 4.00 No. Providing G.I. 100 mm diameter Water 536.03 Rupees Five No.

Spouts including necessary iron grating as Thirty Six and

per drawings. Only

35 80.00 Sq.mt. Providing and Laying Filter Media 600mm 1279.96 Rupees One Sq.mt.

thick directed at the back of abutment, Hundred

returns and wing wall as per detailed and Paise

Ninety Six Only

specifications.

36 15.55 Sq.mt. Wall Painting (two coats) with plastic 81.05 Rupees Eighty Sq.mt.

emulsion paint of approved brand and One and Paise

manufacture on undecorated wall surface

to give an even shade including throughly

brushing the surface free from cement

dropping and other foreign mtter and sand

papered smooth.

37 1.00 No. Village name / Bump Ahead Sign: Providing 5045.36 Rupees Five No.

& Fixing sign boards made out of 2 mm

aluminium sheet size 90 x 60 cms. Paise Thirty Six

Rectangle as per the desing of IRC - 67 - Only

1977 per trected with phospheting process

& acid etching coated with one of epoxy

primer and two coats of best quality

eproxy: reflectorised with tetro reflective

sheeting as per latest M.O.S.T. Specification:

Letters and numerals sdhould be as per IRC

- 30 - 1968, 3 1 m long ( 2 Nos. ) Stand post

and frame fabricated from suitable size iron

angle of 50 x 50 x 5 mm painted with best

quality epoxy coating in black and white

bends. The details of symbol or incription /

numerals for each boards shall be as per

instruction of engineer inchage. The fixing

at site shall be in 1.2.4 CC block of size 45 x

45 x 60 cms for each leg. including

excavartion curing etc. completed under

the supervision of engineer in chage. (A)

Engineer Grade.

38 1.00 No. Direction Sign (Junction Board): Providing 14831.71 Rupees No.

and fixing sing boards made out of 2mm

aluminium sheet; size 244 x 122cms. Eight Hundred

rectangle as as per the design of IRC-67- Thirty One and

1977 pre treated with phospheting process Paise Seventy

& 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

75x75x6mm as required; 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.(B)Eingineering grade.

39 3.00 No. Cautionary Warning Sign for Bump / Curve 3808.66 Rupees Three No.

: Providing and fixing sing boards made out

of 2mm aluminum sheet; size 90 x 90 x 90 Eight and Paise

cms. equilateral triangle as per design of Sixty Six Only

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 ; refectories with retro

reflective 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) Enginee Grade.

40 1.50 Sq.mt. Road marking with Hot Applied Thermoplastic 367.72 Rupees Three Sq.mt.

Paints with reflectorising glass beads on bitumin Hundred Sixty

surface providing and laying a hot applied Seven and

thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excluding of 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 life during 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

41 30.00 No. Supplying and fixing Cat Eye made out from 375.72 Rupees Three No.

Acrilo beautile sterine injuction high Hundred

compressed molding with reflector made of and Paise

MMC (prismatic type of size 12cm x 6cm x Seventy Two

2.5cm) provided with bituminous adhesive Only

100g. with each unit for fixing. (High

Intensity grade)

42 2.00 No. Chevron Sign : Providing and fixing board 3711.75 Rupees Three No.

made out of 1.5 mm aluminium sheet /

mm ACP (Aluminium Composite Panel) : Eleven and

size 60x50 rectangular as per design of IRC- Paise Seventy

67-2012. Pre treated with phospheting Five Only

process and acid etching, coated with one

coat of epoxy primer and two coats of best

quality epoxy painthing reflective sheeting

of Type-4 as per ASTM D-4956 and latest

M.O.S.T. Specification, 3.3 mtr long stand

post of iron Angle 75 x 75 x 6 mm / 65 NB

Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

35 x 35 x 3 mm, Painted with best quality

epoxy coating 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 size 45 x

x 60 CMs. for each leg including excavation,

curing etc. complete under the supervision

of engineer in charge. A warranty for

years for the Retro reflective sheeting from

original manufacturer & a certified copy of

3 year outdoor exposure test report from

third party test lab for the product offered

shall be submitted by contractor. (A) Class -

B Type -4 Retro Reflective Sheeting.

43 2.00 No. Regulatory/ Mandatory Sign: SPEED LIMIT 3439.81 Rupees Three No.

Providing and fixing sing boards made out

of 2mm aluminium sheet; size 60cms. Thirty Nine

diameter circle as per the design of IRC-67- and Paise

Eighty One Only

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 75x75x6mm 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 60cms. for each leg.

including excavation curing etc. complete

under the supervision of engineer in

charge. (A) Engineer Grade.

44 2.00 No. Hazard Marker Sign : Providing and fixing 3518.69 Rupees Three No.

sign boards made out of 2.0 mm aluminium Thousand Five

sheet / 4 mm ACP (Aluminium composite

Panel); size 90x30 cms. rectangular as per Paise Sixty

design of IRC-67-2012. Pre treated with Nine Only

phospheting process & acid etching; coated

with one coat of epoxy primer and two coats

of best quality epoxy paint ; refectories with

High Intensity Prismatic Grade retro

refiective sheeting 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 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 warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test

report from third party test lab for the

product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro

45 1.00 No. STOP SIGN : Providing and fixing sing 4676.06 Rupees Four No.

boards made out of 2mm aluminium sheet;

size 90 x 90cms. rectangle as per the design Seventy Six

of IRC-67-1977 pre treated with and Paise Six

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 post and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm

75x75x6mm 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 60cms. for each leg.

including excavation curing tec. complete

under the supervision of engineer in

charge. (A) Engineer Grade.

Rupees Eighty Nine Lakhs Six Thousand Nine Hundred Fifty and Paise Forty Only

Deputy Executive Engineer, Executive Engineer,

Panchayat ( R & B ) Sub Division, Panchayat ( R & B ) Division,

Chikhli. Navsari.

I / we am / are willing to carry out the work at ___________________________ % Above / Below percent

(Should be writing in figures & words) of the Estimated Rates mentioned above. Amount of my / our Tender

works out as under :

* Estimated Amount * Estimated Amount

Put to Tender Rs. 8906950.4 Put to Tender Rs.

Deduct ______ % Below Rs. _________ Add________ % Above Rs. _________

Net Rs. _________ Total Rs. _________

Note 1. All works shall be carried out as per Public Works Department Handbook and other specifications of the

Division or as directed.

Note 2. All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck

by the contractor under his signature.

Note 3. Rates quoted include clearance of site (Prior commencement of work and at its close) in all respects and hold

good for work under all conditions, site moisture, weather etc.

Note 4. To be continued on additional sheets, If found necessary.

Signature of the Contractor Signature of the Executive Engineer