Road

Name of work :- Construction of Bhindora to Vadasada Road (NP) Km.0/00 - 4/800 Ta.Manavadar

Dist.; Junagadh. (Under MMGSY-Normal-New Road Construction-2020-21)

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 1.15 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 15544.00 Cum Earthwork for embankment including 160.24 Rupees One One

breaking clods, dressing with all lead Hundred Cum

and lift (Excluding watering and Sixty And

consolidation) (A) From borrow area Paise Twenty

with all lead and lift.Executed with Four Only

machineries.(Selected soil to be used

for earthwork shall be from

BORROW AREA only having CBR

not less than 6.00%)

3 536.00 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.

4 1202.00 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.

5 4095.00 Cum Granular Sub-base with Black trap 704.90 Rupees Seven One

crushed stone well Graded Material Hundred Four Cum

(Table.400.1) by Mix in place And Paise

Method. Construction of Granular Ninety Only

Sub-base by Providing Black Trap

cruhsed stone well greded material,

spreading in uniform layers with

motor graded on prepared surfce,

mixing by mix in place method with

rotavator at OMC, and compacting

with Vibratory roller to achieve the

desired density, complete as per

Technical Specification Clause-401.

For Grading-1 Materials.

6 1552.00 Cum WBM Grading-1 1008.87 Rupees One One

Providing, laying, spreading and Thousand Cum

compacting stone agg. Of 90mm to Eight And

45mm size to water bound macadam Paise Eighty

specification including spreading in Seven 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.

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 2768.00 Cum WBM Grading-2 840.64 Rupees Eight One

Providing, laying, spreading and Hundred Cum

compacting stone agg. Of 63mm to Forty And

45mm size to water bound macadam Paise Sixty

specification including spreading in Four 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-2 as per

Technical Specification Clasue.405

By menual means.

8 18087.00 Cum Rolling and Watering of earthwork in 18.67 Rupees One

layers with vibratory roller including Eighteen And Cum

filling in depression which occur Paise Sixty

during the process as directed. Seven Only

9 1082.00 MT Providing and laying bitumenous 2291.23 Rupees Two One

grout 37.50mm thick using Bitumen Thousand MT

Grade VG-30 for tack coat at the rate Two Hundred

of 4.00kg/10sqm on W.B.M. and Ninety One

using BT chips for required gradation And Paise

with the asphalt of grade (VG-30) at Twenty Three

the rate of 1.99% i.e 19.90kg/MT by Only

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.

10 758.00 MT Providing, laying and rolling of 3103.70 Rupees Three One

25mm thick using Bitumin grade of Thousand MT

VG-30 open graded premix One Hundred

bituminous carpet with B.T Three And

aggregates as specified and using Paise Seventy

bitumen for tack coat at the rate of Only

2.50kg/10sqm on B.T.Surface (As

per IRC-16) and using bitumen for

mixing with 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.

11 394.00 MT Providing and laying seal coat using 3510.01 Rupees Three One

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

aggregate as specified using Five Hundred

aggregate at the rate of Ten And

0.18cum/10sqm. And bitumen for Paise One

mixing with aggregate at the rate of 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.

12 93.00 Cum Excavation for foundation upto 1.5m 161.19 Rupees One One

depth including sorting out and Hundred Cum

stacking of useful materials and Sixty One

disposing of the excavated stuff upto And Paise

all lead. Dense or hard soil. Nineteen

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.

13 73.00 Cum Excavation for foundation upto 1.5m 274.66 Rupees Two One

depth including sorting out and Hundred Cum

stacking of useful materials and Seventy Four

disposing of the excavated stuff upto And Paise

all lead. Hard Murrum Sixty Six

14 440.00 Cum Excavation of foundation in Sand 324.51 Rupees Three One

graval caly soft soil and murrum etc. Hundred Cum

including shoring, struting Twenty Four

dewatering as necessary and And Paise

disposing of the excavated stuff as Fifty One

directed. Depth upto 3.00mt. Only

15 689.00 Cum Excavation of foundation in hard 388.14 Rupees Three One

murrum and boulders and very stiff Hundred Cum

or sticky clays and other similar Eighty Eight

strata including shorting out and And Paise

struting and dewatering as necessary Fourteen

and disposing of the excavated stuff Only

16 330.90 Cum Excavation in large boulders and soft 454.95 Rupees Four One

rock by wedging including shoring, Hundred Cum

strutting and dewatering as necessary Fifty Four

and disposing of the excavated stuff And Paise

as directed, Ninety Five

17 199.10 Cum Filling in plinth with sand under 339.70 Rupees Three One

floors including watering ramming, Hundred Cum

consolidating and dressing complete. Thirty Nine

18 130.00 Cum Providing and laying rubble for apron 734.93 Rupees Seven One

(Each stone weighting not less than Hundred Cum

40kg) including and packing and Thirty Four

filling in the interstices with quarry And Paise

spall. Ninety Three

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.

19 81.60 Cum Providing and filling in foundation 2673.17 Rupees Two One

with ordinary cement concrete M-15 Thousand Six Cum

mix and providing vertical pin Hundred

headers incl. Formwork, vibrating, Seventy

ramming and curing complete. Three And

20 496.30 Cum Providing and casting in situ ordinary 2823.75 Rupees Two One

cement concrete M-150 mix and Thousand Cum

providing necessary pin headers Eight

including shuttering, scafilding, Hundred

laying vibrating, curing and finishing Twenty Three

complete Without V-Grooves For all And Paise

Hieght. Seventy Five

21 375.00 Cum Providing and filling in foundation 2216.44 Rupees Two One

with ordinary cement concrete M- Thousand Cum

10/M-100 mix and providing Two Hundred

necessary vertical pin headers incl. Sixteen And

Formwork, vibrating, ramming and Paise Forty

curing complete. Four Only

22 508.00 Cum Providing and cast in situ Controlled 5011.43 Rupees Five One

cement concrete M-30 (1: 1 :2)for Thousand Cum

average 15cm thick wearing coat Eleven And

/C.C. pavement laid as directed in Paise Forty

approved fixed side form work of Three Only

steel channel including vibrating by

screed needle vibrator and finishing

by plate vibrator and finished in

continuous operation including

providing of contruction joint at

every 4.0mtr. and expansion joint at

interval of 40mtr. applying

debonding strips, bitumen primer

bitumenous sealant 12mm dia jute

rope and curring 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.

23 392.10 Cum Providing and cast in situ controlled 3280.48 Rupees Three One

Cement Concrete M-200 Mix and Thousand Cum

providing necessary pin headers Two Hundred

including shuttering scafolding, Eighty And

laying, vibrating, curring and Paise Forty

finishing complete without V- Eight Only

grooves (A) all heights.

24 158.90 Cum Providing and casting in situ 4173.06 Rupees Four One

Controlled Cement Concrete M-200 Thousand Cum

for R.C.C. Raft and cut-off walls One Hundred

including neccesary shuttering Seventy

laying, vibrating ramming of curing Three And

complete. Paise Six

25 49.70 Cum Providing and casting in situ 3714.93 Rupees Three One

Contolled Cement concrete M 20 Thousand Cum

mix for R.C.C. works in pier cap, Seven

abutment cap, and dirt wall including Hundred

controlled cement concrete M 25 bed Fourteen And

block or pedestals for required size Paise Ninety

below bearings as per detailed Three Only

drawings, centering, shuttering,

scaffolding wherever necessary

laying, vibrating, curing and finishing

26 221.60 Cum Providing and casting in situ 4289.72 Rupees Four One

Controlled cement concrete M 25 for Thousand Cum

R.C.C. Solid slab including Two Hundred

centering, scaffolding, curing and Eighty Nine

finishing complete. And Paise

27 119.80 Cum Providing and casting in situ 3905.82 Rupees Three One

Contolled cement concrete- M-200 Thousand Cum

for average 75/150/200mm thick Nine

wearing coat laid as directed Hundred Five

incuding. tamping, vibrating, And Paise

finishing, curring and filling in joints Eighty Two

with bitumen complete. 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.

28 14.20 Cum Providing and casting in situ 3777.50 Rupees Three One

Contolled cement concrete- M-200 Thousand Cum

mix for Approach slab including Seven

formwork, curing and finishing Hundred

complete. Seventy

29 12.60 Cum Providing and casting in situ 3589.79 Rupees Three One

Controlled cement concrete- M-20 Thousand Cum

mix for kerbs/Kerb blocks including Five Hundred

formwork,curing and finishing Eighty Nine

complete. And Paise

30 79.00 Nos Providing and laying weep hole in 39.03 Rupees One

Abutment and returns by using A.C Thirty Nine No

pipe of 100mm. Incl. fixing in And Paise

proper grade and jointing the Three Only

complete as per detailed

31 70.20 Sqm Providing and laying filter media 786.89 Rupees Seven One

600mm. thick directed at the back of Hundred Sqm

abutments, returns and wing walls as Eighty Six

per detailed specifications. And Paise

32 42.00 Nos Providing and fixing in position Mild 256.64 Rupees Two One

steel dowel bars in pier cap or Hundred No

abutment caps for anchorage in fixed Fifty Six And

end as per detailed drawings Paise Sixty

including cutting bending and Four Only

welding complete.

33 42.00 Nos Providing and fixing in position Mild 373.30 Rupees Three One

steel dowel bars in pier cap or Hundred No

abutment caps for anchorage in free Seventy

end as per detailed drawings Three And

including cutting bending and Paise Thirty

welding complete. 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.

34 18.424 MT Providing and laying in Position FE - 71636.85 Rupees One

500/500D TMT bar reinforcement Seventy One MT

including cutting, bending, hooking Thousand Six

and tying complete as per detailed Hundred

drawings for the following (A) Piers Thirty Six

(B) Abutments (C) Returns (D) And Paise

Walls etc. Eighty Five

35 27.790 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

36 99.00 Rmt Construction of Precast R.C.C. 1502.57 Rupees One One

railing of M 30 grade in cast-in-situ Thousand Rmt.

with 20mm nominal size aggregate, Five Hundred

true to line and grade, toleranace of Two And

vertical railing post not to exceed 1 Paise Fifty

in 500, center-tocenter spacing Seven Only

between vertical posts not to exceed

2000 mm as per drawing and

technical specifications caluses

37 36.30 Sqm Providing 12mm. Thick Pre-moulded 772.04 Rupees Seven One

asphalt filler joints as per drawings Hundred Sqm

38 28.00 Nos Providing G.I. 100mm. Diameter 531.31 Rupees Five One

water spouts including necessary iron Hundred No

gratings as per drawings. Thirty One

39 4.00 Rmt Providing flood gauge marks on sub 99.26 Rupees One

structure as per design including Ninety Nine Rmt.

painting complete 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.

40 166.00 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.

41 2.00 Nos Numbering the CD work with

Rupees Fifty One

approved paint including all Eight And No

materials for painting etc. complete. Paise Eighty

42 15.00 Rmt Supplying and fixing reinforced 3862.79 Rupees Three One

concrete heavy duty non presure Thousand Rmt.

pipes with collars for culverts Eight

carrying heavy traffic as per IS 458- Hundred

1991 specification including setting Sixty Two

and joinng the pipes in C.M. 1:2 And Paise

watering and laying (to level or Seventy Nine

slope) of I.S. Class NP-3 of Only

following internal diameter with all

lead and lift. (i) 900mm Dia.

43 205.00 Cum Dismantling the existing structure 259.62 Rupees Two One

including removing and stacking the Hundred Cum

dismantled materials as and where Fifty Nine

directed. Stone/Rubble masonary. And Paise

44 31.40 Cum Dismantling the existing structure 590.69 Rupees Five One

including removing and stacking the Hundred Cum

dismantled materials as and where Ninety And

directed. RCC Work. Paise Sixty

45 90.00 Rmt Providing temporary all weather and 607.41 Rupees Six One

fair weather diversion suitable for Hundred Rmt.

traffic during the construction period Seven And

of the bridge / Slab drain including Paise Forty

providing necessary drains and all One Only

safety measures including red lamps /

signals at night for traffic etc.

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.

46 19.00 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

47 300.00 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

48 5.00 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

49 216.00 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

50 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

51 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

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.

52 20.00 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

53 2.00 Nos Providing and Fixing Flood guage 3220.89 Rupees Three One

post confirming to IRC 67-2001 Thousand No

using engineering grade retro Two Hundred

reflective sheeting including lettering Twenty And

and border as directed. For New Paise Eighty

structure. Nine Only

54 2.00 Nos Cautionary Warning Sign : Providing 4040.88 Rupees Four One

and fixing sign boards made out of Thousand No

2mm Aluminium sheet size Forty And

90x90x90 cms. Equilateral treangle Paise Eighty

as per the design of IRC-67-1977 pre Eight Only

treated with phospheting process and

acid 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 3.1 Mt. long

stand post and frame fabricated from

suitable size iron angle of

required painted with best quality

epoxy coating in black and white

bends the details of symbole 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

45x45x60cms. for each leg including

excavation curring etc. complete

under the supervision of engineer in

charge (A) Engineering 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.

55 2.00 Nos Citizen's information Board. 8411.28 Rupees Eight One

Providing and fixing of typical Thousand No

MMGSY information board as per Four Hundred

instruction. Two MS sheets of 3 mm Eleven And

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

at top & bottom duly rivetted with Eight Only

MS angles of 25 x 25 x 5 mm thick

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.

56 67.20 Rmt Provinding Crash Barrier including 2101.81 Rupees Two One

ISMB 150 section 2.5 meter C/C 1:5 Thousand Rmt.

meter in length and W shape GI 3 One Hundred

mm plate in single rows including One And

providing 1:5:10 PCC and 1:2:4 UCC Paise Eighty

for RCC work steel reinforcement One Only

etc. as per detailing drawing

providing and fixing with nuts &

bolts welding as required and one

coat of redoxide and two coat of

approved oil paint etc. complite.

Rupees Two Crore Ninety Five Lakh(s) Fourteen Thousand Four Hundred Ninety

Seven And Paise Ninety Seven 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.

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

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.

* 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

Panchayat R&B Sub Division

NOTE: Amount Rs.65486.06 Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.