MP FUND 2026-27Const. of Nimlai Primary Health Center to Geeta Vatika Gate Road Km. 0/0 to 0/322 Ta. Jalalpore Dist. Navsari. (6th Re-invie)

Name of work: MP FUND 2026-27Const. of Nimlai Primary Health Center to Geeta Vatika Gate Road

Km. 0/0 to 0/322 Ta. Jalalpore 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 9.00 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.

2 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

3 39.00 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

4 155.00 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

5 203.00 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.

6 1256.00 Sq.mt. Providing and applying evenly Priming coat with emulsion 104.41 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

7 94.20 M.Ton Providing and laying bituminous base course 37.5mm thick 3024.78 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.

8 65.90 M.Ton Providing laying & rolling of 25 mm thick Open graded 4207.51 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

9 33.90 M.Ton Providing and laying seal coat with B.T. aggregate as 4728.75 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

10 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.)

11 2.00 No. Providing and fixing Hectometer as per I.R.C. type design 356.50 No.

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

12 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)...

13 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)..

14 22.54 Sq.mt. Road marking with hot applied thermoplastic paints with 367.72 Sq.mt.

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excludingof 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

lifeduring 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 two years.

15 12.00 No. Supplying and fixing cat eye made out from Acrilo beautile 375.72 No.

sterine injuction high compressed molding with reflector

made of MMC (prismatic type of size 12cm x 6cm x

2.5cm) provided with bituminous adhesive 100g. with each

unit for fixing. (High Intensity grade)

16 1.00 No STOP SIGN:-Providing and fixing sing boards made out of 4676.06 No

2mm aluminium sheet; size 90 x 90cms. rectangle as per

the design of IRC-67-1977 pre 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

incharge.(A) Engineer Grade(VR).

Rs. Twelve Lack Fifty Two Thousand One Hundred Thirteen and Paise Ninty Nine Only.