Budget Lump Provision : 2025 - 2026 Agasi Adimjuth to Dhamdhuma Dadari Falia Road. Km.0/0 to 2/4 (Section : I Ch.0/0 to 1/4, Section : II Ch.0/0 to 1/0) Taluka : Chikhli. District : Navsari.

Name of work :- Budget Lump Provision : 2025 -

Agasi Adimjuth to Dhamdhuma Dadari Falia Road. Km.0/0 to 2/4

(Section : I Ch.0/0 to 1/4, Section : II Ch.0/0 to 1/0)

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 0.48 Hect. Clearing and Grubbing Road land including 34889.38 Rupees Hect.

uprooting rank vegetation, grass brushes,

shrubs, saplings and trees girth up to Eight

300mm removal of stumps of trees cut Hundred

earlier and disposal of unserviceable

materials By mechanical means in area of Thirty Eight

All type of Jungle. Only

2 1760.00 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

minimum distance of five meter between Only

top edge of cutting and top of spoil bank

Earth to be deposited in side shoulders. [For

Road side Gutter]

3 50.00 Rmt. Supplying fixing & joining reinforced 1968.38 Rupees One Rmt.

concret Heavy Duty Non Pressure Pipe Thousand

carrying indian railway standard with Hundred

collars for culverts carring heavy traffic as Sixty Eight

per Indian railway standard specification and Paise

including setting and joining the pipe in Thirty Eight

cement mortar 1:2 watering or laying (to Only

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

4 762.00 Cu.mt. Earthwork for Embankment for including 173.67 Rupees One Cu.mt.

breaking clods, dressing with all lead and lift Seventy

including watering rolling & consolidation Three and

of subgrade in layers at O.M.C. to required Paise Sixty

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 2440.00 Sq.mt. Box Cutting the road surface to proper slope 106.81 Rupees One Sq.mt.

and camber for making a base for road work and Paise

including removing the excavated stuff and Eighty One

depositing on the road side slope as

directed up to 50Mt. lead.

6 324.00 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

including filling the mesure boxes of Fifty Eight

standard size etc. complete. Only

7 1547.00 Cu.mt. Construction of Granular Sub Base by 755.78 Rupees Seven Cu.mt.

providing coarse graded machine crushed B.

T. material satisfying MOST Specification of Paise Seventy

Grading - I using 53 mm to 26.5 mm @ 35% Eight Only

(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. complete.

8 673.00 Cu.mt. Providing, laying, spreading and compacting 831.29 Rupees Eight Cu.mt.

graded stone aggregate to Wet Mix

Macadam specification including premixing and Paise

the Material with water at OMC in Twenty Nine

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

9 5397.00 Sq.mt. Providing and applying evenly Priming Coat 72.01 Rupees Sq.mt.

with Emulsion Asphalt at the rate of 7.50 Kg. and One

/ 10 Sq.mt. on road surface using Emulsion Paisa Only

SS-1 (Hincol Made) pressure sprayer etc.

complete including the cost of Asphalt.

10 945.30 M.Ton. Providing & laying 37.50 mm thick 2939.58 Rupees Two M.Ton.

Compacted Bituminous Macadam with Nine

using RS1 Emulsion for tack coat at 2.50 Kg Hundred

/ 10 Sq.Mt. using stone aggregate as per and Paise

gradation and asphalt grade VG-30 at 3.40 Fifty Eight

% 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. complete.

11 445.70 M.Ton. Providing and laying Seal Coat with B.T. 3597.95 Rupees Three M.Ton.

aggregate as specified using aggregate at the

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

30 grade for mixing with aggregate at the and Paise

rate of 4.5% i.e. 45.00 Kg. / M.T. of total mix Ninety Five

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.

12 5397.00 Sq.mt. Providing and laying Asphalt Painting on 34.93 Rupees Sq.mt.

B.T. Surface with bitumen V.G. 30 at rate of 5 Thirty Four

Kg. / 10 Sq.mt. including spreading stone Ninety Three

dust on painting surface at the rate of 0.03 Only

13 870.00 Sq.mt. Construction of Dry Lean Cement Concrete 2377.54 Rupees Two Sq.mt.

Sub- base over a prepared sub-grade with Three

coarse and fine aggregate conforming to IS: Hundred

383, the size of coarse aggregate not Seventy

exceeding 25 mm, aggregate cement ratio Paise Fifty

not to exceed 15:1, aggregate gradation Four Only

after blending to be as per table 600-1,

cement content not to be less than 220 kg/

cum, optimum moisture content to be

determined during trial length construction,

concrete strength not to be less than 10 Mpa

at 7 days, mixed in a batching plant,

transported to site, laid with a fixed form

paver or conventional method, compacting

with 8-10 tonnes vibratory roller, finishing

and curing etc. complete.

14 1375.00 Sq.mt. Construction of un-reinforced, dowel jointed, 5151.00 Rupees Five Sq.mt.

plain Cement Concrete Pavement over a Thousand

prepared sub base with concrete grade M30, One Hundred

coarse and fine aggregate conforming to IS

maximum size of coarse aggregate not exceeding

25 mm, mixed in a batching and mixing plant as

per approved mix design, transported to site, laid

with a fixed form or slip form paver, spread,

compacted and finished in a continuous

operation including provision and cost of

contraction, expansion, construction and

longitudinal joints, joint filler, separation

membrane, sealant primer, joint sealant,

deboning strip, dowel bar, tie rod, admixtures

recron fibers as approved, curing compound,

finishing to lines and grades as per drawing and

as directed by the engineer in charge.

15 3.00 No. Providing and fixing ordinary Kilometer 704.33 Rupees Seven No.

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

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

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

painting etc. complete.

16 10.00 No. Providing and fixing Hectometer Stone as 356.50 Rupees Three No.

per I.R.C. type design including lettering and Fifty Six and

painting etc. complete. (I) Fixing in C.C.

Rupees One Crore Sixty Seven Lakhs Sixty Two Thousand Eight Hundred Sixty Seven and Paise

Forty Five 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. 16762867.45 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