MP FUND 2026-27 Const. of Nimlai Water Tank to Drinking Water Well Towards Road Ta. Jalalpor Dist. Navsari.

Name of work: MP FUND 2026-27 Const. of Nimlai Water Tank to Drinking Water Well Towards Road

Ta. Jalalpor Dist. Navsari.

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Unit Total

No. estimated but Amount

may be more or according to

1 0.09 Hect. Clearing and grubbing road land including uprooting rank 34889.38 Hect.

vegetation grass bushes,shrubs,sapling 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 14.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft murrum 106.81 Cu.mt.

including conveying and putting the stuff in spoil bank

maintaining minimum distance of five meter between top

edge and cutting and toe of spoil bank.

3 5.00 Rmt Supplying fixing & joining reinforced concret heavy duty 1968.38 Rmt

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 600mm dia internal

4 26.00 Cu.mt. Supplying, Stacking, Spreading & rolling of Hard Murrum 684.58 Cu.mt.

on road side for hard side shoulder of work as per

specification including filling the mesure boxes of standard

size etc. complete.

5 87.00 cu.mt. Construction of granular sub-base by providing coarse 858.16 cu.mt.

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

6 81.00 Cu.mt. Construction of Granular Sub Base by providing coarse 905.78 Cu.mt.

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), 2.36 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.

7 112.00 Cu.mt. Providing, laying, spreading and compacting graded stone 985.97 Cu.mt.

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.

8 681.00 Sq.mt. Providing and applying evenly Priming coat with emulsion 98.28 Sq.mt.

asphalt at the rate of 7.50 Kg/ 10 Sq.m on road surface

using emulsion SS-1 (Himcol Made) pressure spreayer etc.

complete including the cost of asphalt

9 51.10 M.Ton Providing and laying bituminous base course 37.5mm thick 2922.46 M.Ton

compacted in one layer with tack coat of Emulsion RS1 at

the rate of 4.0 Kg / 10 Sqmt. and using B.T. stone

aggregate or required gradation and asphalt (VG-30) grade

for mixing @ 1.99 % by weight of total mix for mixing

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

meterials, equipments, tools and plants, oil, kerosene, fire

wood, labour chrges etc. complete.

10 35.80 M.Ton Providing laying & rolling of 25 mm thick Open graded 4037.46 M.Ton

Premix bituminous carpet with B.T. aggregate as

specified and using Emulsion RS1 for tack coat at the rate

of 2.5 kg/10 sq.mt. and using bitumen grade VG-30 for

Mixing with aggregate at the rate of 3.36 % i.e. 33.60 kg /

M.T. of total mix including heating and mixing in drum

mix plant transporting and spreading the same with paver

finisher and consolidation with vibratory roller including

necessary fire wood , oil , lubricant , labour charges etc.

using contractor's own drum mix plant and equipment ,tool

etc .complete in accordance with the requirement of

11 18.40 M.Ton Providing and laying seal coat with B.T. aggregate as 4521.04 M.Ton

specified using aggregate at the rate of 0.24 Cu.mt./10 Sq.

mt. and bitumen grade VG-30 for mixing with aggregate at

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

including heating and mixing in drum mix plant and

transporting and spreading the same by paver finisher and

consolidation with vibratory roller including necessary fire

wood , oil , lubricant , labour charges using contractor's

own drum mix plant, machineries and equipment tools etc.

complete in accordance with the requirement of

12 681.00 Sq.mt. Providing and laying asphalt painting on B.T. surface with 45.93 Sq.mt.

bitumen VG-30 at rate 5.00Kg / 10Sq.mt. including

spreading stone dust for painting surface at rate of

13 1.00 No. Providing and fixing ordinary Kilometer stone of precast 704.33 No.

C.C. 1:2:4 including necessary reinforcement as per I.R.C.

type design in C.C. 1:4:8 including painting,lettering etc.

complete (For O.D.R and V.R.)

14 1.00 No. Providing and fixing Hectometer as per I.R.C. type design 356.50 No.

including painting, lettering etc. complete.(ii) Fixing in

15 1.00 No. Informatory Signs :-Providing and fixing sing boards made 3856.90 No.

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 1.00 No. Village name/ Bump Ahed sign :-Providing and fixing sing 5045.36 No.

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

x 60cms. for each leg. including excavation curing etc.

complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)..

Rs. Eight Lack Thirty Two Thousand Six Hundred Fourty One and Paise Thirty Nine Only.

Note : Credit Amount of Rs.21060.00 of Serviceable Material shall be deducted from 1st Running Bill.