New Gujarat Pattern : 2025 - 2026 Construction of Sadadvel Sonariya Gokali Falia to Nava Falia Road. Km.0/0 to 0/38 [Box Culvert] 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 0.152 Hect. Clearing and Grubbing Road land including 34889.41 Rupees Thirty Hect.

uprooting rank vegetation, grass brushes, Eight Hundred

shrubs, saplings and trees girth up to 300mm Eighty Nine

and Paise Forty

removal of stumps of trees cut earlier and One Only

disposal of unserviceable materials By

mechanical means in area of All type of Jungle.

2 175.00 Cu.mt. Earth work in cutting in all sorts of soil and 106.81 Rupees One Cu.mt.

soft murrum including conveying and putting Hundred Six

the stuff in spoil bank maintaining minimum Eighty One

distance of five meter between top edge of Only

cutting and top of spoil bank Earth to be

deposited in side shoulders. [For Road side

3 15.00 Rmt. Supplying fixing & joining reinforced concret 1968.38 Rupees One Rmt.

Heavy Duty Non Pressure Pipe carrying indian Hundred Sixty

railway standard with collars for culverts Eight and Paise

carring heavy traffic as per Indian railway Thirty Eight

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

600mm dia internal

4 1133.00 Cu.mt. Earthwork for Embankment for including 173.67 Rupees One Cu.mt.

breaking clods, dressing with all lead and lift Hundred

including watering rolling & consolidation of and Paise Sixty

subgrade in layers at O.M.C. to required dry Seven Only

density including filling the depression which

occurs during the process using power roller

8T to 10T. From Borrow area with all lead and

5 46.00 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 including and Paise Fifty

filling the mesure boxes of standard size etc. Eight Only

6 157.00 Cu.mt. Construction of Granular Sub Base by 578.33 Rupees Five Cu.mt.

providing coarse graded material Grading-II Seventy Eight

spreading in uniform layers with motor grader and Paise

on prepared surface, mixing by mix in place Thirty Three

method with rotavator at OMC, and

compacting with vibratory roller to achieve the

desired density, complete as per clause 401.B

7 218.00 Cu.mt. Construction of Granular Sub Base by 625.95 Rupees Six Cu.mt.

providing coarse graded machine crushed B. T. Hundred

material satisfying MOST Specification of and Paise

Grading - I using 53 mm to 26.5 mm @ 35% Ninety Five

(M.C. Metal), 26.5 mm to 4.75 mm @ 45% (M.C. Only

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%

8 201.00 Cu.mt. Providing, laying, spreading and compacting 697.41 Rupees Six Cu.mt.

graded stone aggregate to Wet Mix Macadam

specification including premixing the Material and Paise Forty

with water at OMC in mechanical mix plant One Only

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 1225.00 Sq.mt. Providing and applying evenly Priming Coat 72.05 Rupees Sq.mt.

with Emulsion Asphalt at the rate of 7.50 Kg. / and Paise Five

10 Sq.mt. on road surface using Emulsion SS-1 Only

(Hincol Made) pressure sprayer etc. complete

including the cost of Asphalt.

10 91.90 M.Ton. Providing, laying Bituminous Base Course 37.5 2280.60 Rupees Two M.Ton.

mm thick compacted in One layers with tack Thousand Two

coat of Emulsion RS-1 at the rate of 2.5 Kg / 10 Eighty and

Sq.mt. and using B.T. stone aggregates of Paise Sixty

required gradation and asphalt (VG-30) grade Only

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.

11 64.30 M.Ton. Providing & laying 25 mm thick Open Graded 3086.94 Rupees Three M.Ton.

(compacted) Bituminous Carpet considering

0.66 Cu.mt. / 10 Sq.mt. stone chips for one Paise Ninety

M.Ton as per specification, using the asphalt at Four Only

rate 33.60 Kg. / M.Ton (i.e. 3.36% by weight of

Total Mix) for mixing and Emulsion RS-1 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.

12 33.10 M.Ton. Providing and laying Seal Coat with B.T. 3396.44 Rupees Three M.Ton.

aggregate as specified using aggregate at the

rate of 0.18 Cum. / 10 Sqm. and bitumen VG - Ninety Six and

30 grade for mixing with aggregate at the rate Paise Forty

of 4.5% i.e. 45.00 Kg. / M.T. of total mix Four Only

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.

13 1.00 No. Providing and fixing ordinary Kilometer Stone 704.33 Rupees Seven No.

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

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

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

14 2.00 No. Providing and fixing Hectometer Stone as per 356.50 Rupees Three No.

I.R.C. type design including lettering and Six and Paise

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

15 1.00 No. Informatory sings: Providing and erecting 3856.90 Rupees Three No.

informatory retro-reflectorised board as per

IRC-67 made of engineering grade sheeting as Six and Paise

per specification fixed over aluminium Ninety Only

sheeting two mm thick as logo board with

vertical support of M.S. angle and 35 mm x

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.

16 2.00 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. Rectangle as Paise Thirty Six

per the desing of IRC - 67 - 1977 per trected Only

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.

17 2.00 No. Direction Sign (Junction Board): Providing and 14831.71 Rupees No.

fixing sing boards made out of 2mm

aluminium sheet; size 244 x 122cms. rectangle Hundred Thirty

as as per the design of IRC-67-1977 pre treated One and Paise

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

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.

18 82.74 Sq.mt. Road marking with Hot Applied Thermoplastic 367.72 Rupees Three Sq.mt.

Paints with reflectorising glass beads on

bitumin surface providing and laying a hot Paise Seventy

applied thermoplastic compound 2.5 mm thick Two Only

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 130 mcd/m2/lux and Asphalt road shall

be min 100 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

19 66.00 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

20 16.00 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 cms. and Paise Sixty

equilateral triangle as per design of IRC-67- Six Only

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.

21 14.00 No. Regulatory/ Mandatory Sign: SPEED LIMIT 3439.81 Rupees Three No.

Providing and fixing sing boards made out of

2mm aluminium sheet; size 60cms. diameter Nine and Paise

circle as per the design of IRC-67-1977 pre Eighty One

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.

22 4.00 No. Hazard Marker Sign: Providing and fixing Hazard 3518.69 Rupees Three No.

marker sign made out of 2mm aluminium sheet, size Thousand Five

90 x 30 cms rectangle, as per the design of IRC. Pre Hundred

treated with phospheting process and acid etching

coated with one coat of epoxy primer and two coat Nine Only

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 & 50 x 50 x 5 mm, painted with best quality

epoxy coatings. The fixing at site shall be in 1 : 2 :

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

23 1.00 No. STOP SIGN : Providing and fixing sing boards made 4676.06 Rupees Four No.

out of 2mm aluminium sheet; size 90 x 90cms. Thousand Six

rectangle as per the design of IRC-67-1977 pre Hundred

Seventy Six and

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 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.

24 58.60 Cu.mt. Dismantling the existing structure including 941.74 Rupees Nine Cu.mt.

removing and stacking the dismantled One and Paise

materials as and where directed. (A) RCC Wall. Only

25 112.20 Cu.mt. Excavation for foundation in sand, gravel, clay 513.62 Rupees Five Cu.mt.

soft soils and Murrum etc. including shoring, Hundred

strutting dewatering as necessary and Paise Sixty Two

disposing of the excavated stuff as directed. (A) Only

Depth up to 3.0 M. and lead up to 100m for

26 71.50 Cu.mt. Excavation in large boulders and soft rock by 719.06 Rupees Seven Cu.mt.

welding including shoring, strutting and Hundred

dewatering as necessary and disposing of the Paise Six Only

excavated stuff as directed.

27 170.50 Cu.mt. Excavation in hard rock by dry-wet blasting 860.91 Rupees Eight Cu.mt.

and chiselling including dewatering preparing and Paise

foundation base by proper benching and Ninety One

stepping and disposing of the excavated stuff

as directed. (A) General blasting

28 39.30 Cu.mt. Providing and Casting in situ Controlled 3714.07 Rupees Three Cu.mt.

Cement Concrete M-150 for R.C.C. Raft and cutt- Seven Hundred

off walls including necessary shuttering laying, Paise Seven

vibrating, ramming and curing complete.

29 185.80 Cu.mt. Providing and Casting in situ Controlled 4633.58 Rupees Four Cu.mt.

Cement Concrete M-250 for R.C.C. Raft and cutt- Hundred Thirty

off walls including necessary shuttering laying, Paise Fifty

vibrating, ramming and curing complete.

30 59.00 Cu.mt. Providing and casting in situ Controlled 5664.48 Rupees Five Cu.mt.

Cement Concrete M-250 for R.C.C. Solid Slab Hundred Sixty

including centering, scaffolding, curing and Forty Eight

finishing completed.

31 27.90 Cu.mt. Providing and casting in situ Controlled 5172.31 Rupees Five Cu.mt.

Cement Concrete M-250 for Kerb / Kerb Blocks Hundred

including formwork curing and finishing and Paise

completed. Only

32 6.90 Cu.mt. Providing and casting in situ Controlled 5314.12 Rupees Five Cu.mt.

Cement Concrete M-250 for average 75mm Three Hundred

thick Wearing Coat laid as directed including Fourteen and

tamping, vibrating, finishing, curing and filling Only

in joints with bitumen complete.

33 343.80 Cu.mt. Providing and casting in situ Ordinary Cement 4357.85 Rupees Four Cu.mt.

Concrete M-250 mix and providing necessary Thousand

vertical pin headers including shuttering, Fifty Seven and

scafolding, laying, vibrating, curing and Paise Eighty

finishing complete without V-groves. (A) Five Only

Height from 0.0 M to 5.0 M.

34 24.98 M.Ton. Providing and Placing in position FE 500 / 72289.94 Rupees M.Ton.

500D (TMT) bar reinforcement including Thousand Two

cutting, bending, hooking and tying complete Eighty Nine

as per detailed drawing. For following (A) Box and Paise

35 8.00 No. Providing P.V.C. 100 mm diameter Water 159.37 Rupees One No.

Spouts including necessary iron grating as per Nine and Paise

36 126.00 No. Providing and laying Weep Hole in abutment 87.07 Rupees Eighty No.

and return wall by using P.V.C. pipes of 100 Seven and

mm diameter including laying in proper grade Only

and jointing etc. complete as per detailed

37 203.50 Sq.mt. Providing and Laying Filter Media 600mm 1279.96 Rupees One Sq.mt.

thick directed at the back of abutment, returns Seventy Nine

Ninety Six Only

and wing wall as per detailed specifications.

38 17.70 Cu.mt. Providing and filling Rubbles including hand 1086.50 Rupees One Cu.mt.

packing and filling interstices with quarry

spalls behind abutments and between returns Paise Fifty Only

39 165.10 Sq.mt. Supplying pre-moulded Bituminous Joint filler. 611.13 Rupees Six Sq.mt.

(ii) 20mm thick Only

40 529.30 Cu.mt. Providing and Filling Sand behind abutments 552.22 Rupees Five Cu.mt.

and between returns in layers as directed Only

41 1.00 L.S. Diversion of Water Course, providing 25250.00 Rupees Twenty L.S.

cofferdam and bund or island as may be Two Hundred

necessary for foundation and maintaining the Fifty Only

same for the period as may be necessary. (B)

Diversion by cofferdam/Island

42 36.00 Sq.mt. Providing 22.5 cm. thick Dry Stone Rubble 1410.97 Rupees One Sq.mt.

Pitching including preparing the surface and Hundred Ten

making panels 3.00 x 3.00 mt with stone and Paise

masonry cm 1:6 including filling murrum and Only

cement pointing in CM 1:3 etc. complete.

Rupees Seventy Three Lakhs Eighty Four Thousand Three Hundred Fifty Eight and Paise Forty

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. 7384358.43 Put to Tender Rs.

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

Net Rs. _________ Total Rs. _________

Note : An amount of Rs.21060/- (Rupees Twenty One Thousand Sixty Only) towards estimated salvage value of

dismantled materials likely to be available from dismantling the existing structure shall be recovered

from the 1st R.A. Bill of this work irrespective of the quantity actually received on site.

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