Road

Name of work :- Improvement of Virpur Galiyavada Road (VR) Km.0/000 to 1/200 Ta.Junagadh

Dist.; Junagadh (Under MMGSY-Normal-Resurfacing-2022-23)

Memorandum showing items of works to be carried out

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but In Figure In Words. according to

may be more or Rs. Ps. estimated

less. quantieis.

1 0.31 Hect Clearing and grubbing of road land 32361.25 Rupees One

incl.uprooting rank vegetation, grass, Thirty Two Hect.

bushes, shurbs, saplings and trees Thousand

girth upto 300mm removal of stumps Three

of trees cut earlier and disposal of Hundred

unserviceable materials © By Sixty One

mechanical means in area of Light And Paise

jungle. Twenty Five

2 39.00 Cum Box cutting the road surface to 69.46 Rupees Sixty One

proper slope and camber for making Nine And Cum

a base for road work including Paise Forty

removing the excavated stuff and Six Only

depositing on the road side slopes as

directed upto all lead.

3 649.00 Cum Earthwork in cutting in all sorts of 85.16 Rupees One

soil and soft Murrum including Eighty Five Cum

conveying and spreading the suff And Paise

embankment as and where directed Sixteen Only

within 200 meters from the end of the

cutting with all required lead and lift.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but In Figure In Words. according to

may be more or Rs. Ps. estimated

less. quantieis.

4 19.20 Cum WBM Grading-1 911.60 Rupees Nine One

Providing, laying, spreading and Hundred Cum

compacting stone agg. Of 90mm to Eleven And

45mm size to water bound macadam Paise Sixty

specification including spreading in Only

uniform thickness, hand packing,

rolling with smooth wheel roller 80-

100 KN in stage to proper grade and

camber, applying and brooming,

stone screening/binding material to

fill-up the intersties of coarse agg.,

watering and compacting to the

required density grading-1 as per

Technical Specification Clasue.405

By menual means.

5 95.00 Cum Rolling and Watering of earthwork 18.67 Rupees One

with vibratory roller including filling Eighteen And Cum

in depression which occur during the Paise Sixty

process and as directed. Seven Only

6 350.00 MT Providing and laying bitumenous 1933.04 Rupees One One

grout 37.50mm thick using bulk Thousand MT

Emulsion RS1 for tack coat at the Nine

rate of 2.50kg/10sqm on Bitumin Hundred

surfacer and using BT chips for Thirty Three

required gradation with the asphalt of And Paise

grade VG-30 at the rate of 1.99% i.e Four Only

19.90kg/MT by weight of mix

including heating and mixing in drum

mix plant , transporting the mix and

spreading the same by paver finisher

and consolidation as per MOST

specification including cost of all

materials fuel, labours, tools and

plants etc. using contractor's own

drum mix plant etc. complete.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but In Figure In Words. according to

may be more or Rs. Ps. estimated

less. quantieis.

7 205.00 MT Providing, laying and rolling of 2755.47 Rupees Two One

25mm thick open graded premix Thousand MT

bituminous carpet with B.T Seven

aggregates as specified and using Hundred

bulk Emulsion RS1 for tack coat at Fifty Five

the rate of 2.50kg/10sqm on And Paise

B.T.Surface (As per IRC-16) and Forty Seven

using bitumen for mixing with Only

aggregate at the rate of 3.36% i.e

33.60kg/MT. of total mix including

heating and mixing in drum mix

plant, spreading the same with paver

finisher and consolidation with

vibratory roller including necessary

firewood, oil, lubricants, labour

charges etc. using equipment tools

etc. completed in accordance with the

requirement of specification.

8 107.00 MT Providing and laying seal coat using 3155.01 Rupees Three One

Bitumin grade VG-30 with B.T. Thousand MT

aggregate as specified using One Hundred

aggregate at the rate of Fifty Five

0.18cum/10sqm. And bitumen for And Paise

mixing with aggregate at the rate of One Only

4.5% i.e 45.00kg/MT of total mix

including heating and mixing in drum

mix plant and spreading the same by

paver finisher and consolidation with

vibratory roller including necessary

using contractor's own drum mix

plant, machineries and equipment,

tools etc. complete in accordanace

with the requirement of specification.

9 18.00 Cum Providing and filling in foundation 2216.44 Rupees Two One

with ordinary cement concrete M-100 Thousand Cum

mix and providing necessary vertical Two Hundred

pin headers incl. Formwork, Sixteen And

vibrating, ramming and curing Paise Forty

complete. Four Only

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but In Figure In Words. according to

may be more or Rs. Ps. estimated

less. quantieis.

10 36.00 Cum Construction of concrete road using 5038.13 Rupees Five One

tremix system with 20cm/15cm thick Thousand Cum

controlled M-300 concrete mixing Thirty Eight

conplast P-211 water reduction And Paise

admixure @ 100ml/bag of cement Thirteen Only

and hardner 62.50ml. /bag using

fixing and removing "C" channels of

required road depth levelling if

placed concrte with surface vibrator,

finishing the surface with power

floater and towel tight brooming as

directed with providing expantion

joints 20x200mm and contraction

joints 20x20mm using concrete cutter

machine etc. complete.

11 0.630 MT Providing and Fixing in position FE- 71084.33 Rupees One

500/500D TMT bar reinforcement Seventy One MT

including cutting, bending, hooking, Thousand

and tying complete as per detailed Eighty Four

drawaing (A)RCC kerb (B) RCC And Paise

Footpath (B) RCC Solid Slab/ App. Thirty Three

Slab / Wearing coat. Only

12 95.00 Cum Filling available excavated earth 88.85 Rupees One

(excluding rock ) in trenches plinth Eighty Eight Cum

sides of foundation etc. in layers not And Paise

exceeding 20cm in depth Eighty Five

consolidating each deposited layer by Only

ramming and watering.

13 4.00 Nos Providing and fixing Precast cement 321.63 Rupees Three One

concrete Hectometer as per IRC type Hundred No

design incl. painting, lettering etc. Twenty One

fixing in C.C. 1:5:10. And Paise

14 180.00 Nos Providing and fixing Precast cement 135.74 Rupees One One

concrete Guard stone as per I.R.C. Hundred No

type design including white washing Thirty Five

etc. complete. Fixing in C.C.1:5:10. And Paise

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but In Figure In Words. according to

may be more or Rs. Ps. estimated

less. quantieis.

15 2.00 Nos Providing and fixing ordinary 594.94 Rupees Five One

Kilometer stone of pre-cast C.C. Hundred No

1:2:4 including necessary Ninety Four

reinforcement as per I.R.C. type And Paise

design in C..C. 1:4:8 including Ninety Four

painting lettering etc. complete. Only

16 54.00 Nos Providing and fixing Indicator stone 118.77 Rupees One One

of approve stone as per I.R.C. type Hundred No

design in C.C. 1:4:8 including white Eighteen And

washing etc. complete Fixing in Paise Seventy

Earth Seven Only

17 2.00 Nos Supplying and fixing Junction 5472.18 Rupees Five One

Boards of M.S. plates and angles as Thousand No

per I.R.C. design incl;. Fixing in Four Hundred

C.C. 1:4:8 with necessary excavation Seventy Two

painting, figuring, lettering on boards And Paise

etc. complete. Eighteen

18 2.00 Nos Providing and fixing Village name 3943.44 Rupees Three One

Boards as per standard I.R.C. type Thousand No

design of steel plate incl. painting, Nine

lettering etc. complete with fixing in Hundred

C.C. 1:4:8 block with necessary Forty Three

excavation etc. complete And Paise

19 6.00 Nos Providing and fixing Road sign of 3511.09 Rupees Three One

M.S. plate and angle iron incl. Thousand No

painting, lettering etc. complete. Five Hundred

fixing in C.C. 1:4:8 block with Eleven And

necessary excavation etc. complete as Paise Nine

per IRC type design (i) Reflective Only

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but In Figure In Words. according to

may be more or Rs. Ps. estimated

less. quantieis.

20 4.00 Nos Village/Bump Ahead sing : 5257.20 Rupees Five One

Providing and fixing sign boards Thousand No

made out of 2mm Aluminium sheet Two Hundred

size 90x60 cms. Rectangle as per the Fifty Seven

design of IRC-67-1977 pre treated And Paise

with phospheting process and acid Twenty Only

etching coated with one coat of

apoxy primer and two coats of best

quality epoxy paint reflectorised with

retro reflective sheeting as per latest

MOST specification letter and

numbers should be as per IRC:30-

1968, 3.1 Mt. long (2 nos) stand post

and frame fabricated from suitable

size iron angle of 50x50x5mm,

painted with best quality epoxy

coating in black and white bends, the

details of symbole on inscription/

numerals for each board shall be as

per the instruction of the Engineer in

charge. The fixing at site shall be in

C.C 1:2:4 block of size

45x45x60cms. for each leg including

excavation curring etc. complete

under the supervision of engineer in

charge (A) Engineer Grade.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but In Figure In Words. according to

may be more or Rs. Ps. estimated

less. quantieis.

21 1.00 Nos Citizen's information Board. 8296.14 Rupees Eight One

Providing and fixing of typical Thousand No

MMGSY information board as per Two Hundred

instruction. Two MS sheets of 3 mm Ninety Six

thick, of 900 mm x 750mm size fixed And Paise

at top & bottom duly rivetted with Fourteen

MS angles of 25 x 25 x 5 mm thick Only

M.S angle shall be welded by two

vertical M.S angle of 5 mm thick to

75 mm x 75 mm of 12 SWG square

tubes posts duly embedded in cement

concrete M-15 grade blocks of

600mm x 600mm x 750mm, below

ground level. The letters & figure of

any shade reflectorised with High

Intensity Prismatic Grade Retro

Reflective Sheeting of Type-4 as per

ASTM D-4956 and latest MORD

specifications; All sections of framed

posts and steel tube will be painted

with primer and two coats of epoxy

paints as per drawing Clause

and Annexure 1700.1 (10.16). (A)

Class-B High intensity Grade Retro

Reflective sheeting.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but In Figure In Words. according to

may be more or Rs. Ps. estimated

less. quantieis.

22 245.00 Sqm Road Marking with Hot Applied 298.96 Rupees Two One

paints with reflectorising glass beads Hundred Sqm

on bitumin surface providing and Ninety Eight

laying a hot applied thermoplasting And Paise

compund 2.5mm thick including Ninety Six

reflectorising glass beads @250 gm Only

per sq.mtr area, thickness of 2.5mm

is excluding of surface applied glass

beads as per IRC:35-2015 the

finished surface to be level, uniform

and free from streaks and holes,

zebra patta/bump/centerline/edge

line/ cut patta. the while color

marking should provide liminance

coefficient on cement road shall be

min. 130 mcd/m2/lux and asphalt

road shall be min 100 mcd/m2/lux

during the survice life during the date

the marking should meet the

performanace criteria for night time

reflectivity, wet reflectivity and skid

resistance as mentioned in the section-

15 of IRC 35-2015 warranty for

retroreflectivity shall be two years.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but In Figure In Words. according to

may be more or Rs. Ps. estimated

less. quantieis.

23 60.00 Nos Cate eye / road stud/ RPM : Supplying 364.61 Rupees Three One

Raised Pavement markers of Hundred No

polycarbonate and ABS moulded body Sixty Four

and reflective panels with micro And Paise

prismatic lens (No glass bead lens)

capable of providing total internal

reflection of the light entering the lens

face and shall support a load of

kgs. tested in accordanace to ASTM D

4280 type H and complying to

specification of category A of MORTH

circular No RW/NH/33023/10-97-DO III

Dt. 11-06-1997. the height, width and

length shall be exeed 20mm, 130mm and

130mm and with minimum reflective

area of 13sqcm on each side and the

slope to the base shall be 35+/-5 degree.

the body of the marker should having

finger grip for easy and accurate

placement and application with epoxy

/bituminous adhesive as recommended by

the manufacturer of the marker. the

colour of the marker should be as per the

IRC:35-2015 and as directed by Engineer-

Rupees Twenty One Lakh(s) Thirty Eight Thousand Four Hundred Sixty Seven And

Paise Seventy Four Only

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should

be written in figures and words ) of the estimated rate mentioned above. Amount of My \ Our tender works

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Belowe Rs…………..….…… Add……..……..% Above Rs….….…….

In words………………….……………… In words………………….………………

Signature of Contractor. Executive Engineer

Panchayat R&B Division

Deputy Executive Engineer Junagadh

Panchayat R&B Sub Division