3054 Road & Bridge Construction of Box Culvert of Chinchvihir To Savarda Road Tal.Subir Dist. Dang

Name of work: 3054 Road & Bridge

Construction of Box Culvert of Chinchvihir To Savarda Road Tal.Subir Dist.

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimate Unit Total Amount

It. Quantities Item of work Estimate Unit Total Amount

No. estimated but In figures according to

may be more or Rs. Ps. estimated

1 0.07 Hect. Clearing and grubbing road land including 34889.38 Hect.

uprooting rank vegetation, grass bushes, shrubs,

saplings 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.

2 657.00 Sq.mt. Scarifying gravelled macadam or bitumen 43.77 Sq.mt.

macadam surface 6 cm to 10 cm.depth including

stacking useful materials on road side and

disposing off remaining stuff.

3 197.00 Cu.mt. Earth work in cutting in all coats of soil and soft 112.02 Cu.mt.

murrum including conveying and putting the

stuff in spoil bank maintaining minimum

distance of five meter between top edge of

cutting and top of spoil bank.

4 1481.28 Cu.mt. Earthwork for embankment including breaking 182.14 Cu.mt.

clods, dressing with all lead and lift and

including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry

density including filling the depression which

occur during the process using power roller 8T

to 10T.(E) From Borrow area within 3.0KM.

26.00 Cu.mt. Supplying, Stacking and Spreading the Hard 844.46 Cu.mt.

Murrum including rolling and watering etc.

6 93.00 cu.mt. Construction of granular sub-base by providing 999.40 cu.mt.

coarse 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

7 113.00 Cu.mt. Construction of Granular Sub Base by providing 1053.39 Cu.mt.

coarse 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),

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. complete.

8 121.00 Cu.mt. Providing, laying, spreading and compacting 1633.47 Cu.mt.

graded stone 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.

9 747.00 Sq.mt. Providing and applying evenly Priming coat with 63.69 Sq.mt.

emulsion 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

10 56.00 M.Ton Providing and laying bituminous base course 2392.62 M.Ton

37.5mm thick compacted in one layer with tack

coat of asphalt Emulsion RS-1 at the rate of

4.00 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

11 61.60 M.Ton Providing & laying 37.50 mm. thick compacted 2887.22 M.Ton

Bituminous Macadam with using Emulsion RS1

for tack coat at 2.5 Kg / 10 Sq.Mt. using stone

aggregate as per gradation and aspahlt grade VG-

30 at 3.40 % 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.

12 20.20 M.Ton Providing and laying seal coat with B.T. 3329.15 M.Ton

aggregate as specified using aggregate at the rate

of 0.18 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

13 747.00 Sq.mt. Providing and laying asphalt painting on B.T. 33.87 Sq.mt.

surface with bitumen VG-30 at rate 5.00Kg /

10Sq.mt. including spreading stone dust for

painting surface at rate of 0.03 cu.mt. / 10 sq.mt.

14 1.00 No. Informatory sings: Providing and fixing sing 3856.90 No.

boards made 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)..

15 1.00 No. Logo Board:- Providing and fixing Logo Board 4545.00 No.

made out of 2mm aluminium sheet, as per the

drawing & design. Pre treated with phospheting

process and acid etching coated with one coat of

epoxy primer and two coat of best quality epoxy

paint, refloctrorized with retro reflective

sheeting as per the latest M.O.S.T. specification,

3.1 Mt. long stand post and frame fabricated

from suitable size iron angle of 35 x 35 x 3 mm,

75 x 75 x 6 mm 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 60 cms for each leg, including

excavation curing etc. complete under the

supervision of Engineer-In-Charge

(A)Engineering grade.

16 2.00 No Hazard Marker Sign :-Providing and fixing sign 3518.69 No

boards made out of 2.0 mm aluminium sheet /

mm ACP (Aluminum composite Panel); size

90x30 cms. rectangular as per design of IRC-67-

2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint

; reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality 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

blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under

the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective

sheeting from original manufactu

17 19.00 Cu.Mt Excavation for foundation up to 1.5m depth 266.77 Cu.Mt

including sorting out and stacking of useful

material and disposing off the excavated stuff as

directed by Engineer in charge with all lead and

lift in (2) Dense or hard Soil.

18 2.80 Cu.Mt Providing & filling in foundation with ordinary 3362.25 Cu.Mt

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

19 26.30 Cu.Mt Providing & filling in foundation with ordinary 3732.29 Cu.Mt

cement concrete M 150 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

20 114.20 Sq.mt. Providing and laying - Fitter Media 600mm 1342.40 Sq.mt.

thick directed at the back of abutments, returns

and wing walls as per detailed specifications

21 0.23 M.T. Providing and fixing in position ISI mark TMT 73858.69 M.T.

(Fe-500) bar for temperature reinforcement for

mass concrete pier/abutment returns including

cutting bending and tying as required complete

22 70.00 No Providing weep holes in abutment, returns using 91.32 No

100 mm. dia A.C. pipe with C.I. grating

including cutting, placing the pipe in required

slope and position as directed etc. complete. (As

per detailed specification)

23 18.00 Cu.Mt. Earth work for embankment including breaking 163.95 Cu.Mt.

clods dressing with all lead & lifts and including

watering rolling and consolidation of sub grade

in layers of O.M.C. to required dry density

including filling in depressions which occure

during the process using vibratory roller 80 to

100 KN (E) From borrow area within 3.00 Km

Lead Having C.B.R. More than 5.00%

24 130.30 Cum. Dismentaling the existing structure including 978.15 Cum.

removing and stacking the dismentalled

materials as and where directed.(A) RCC Wall.

25 16.60 Cum. Excavation for foundation in sand, gravel, clay 538.67 Cum.

soft soils and murrum etc. including shoring,

strutting dewatering as necessary and disposing

of the excavated stuff as directed.(A) Depth upto

3.0 M. and lead upto 100m for 10 Cum

26 5.40 Cum. Excavation in large boulders and soft rock by 754.14 Cum.

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

27 41.70 Cum. Excavation in hard rock by dry-wet blasting and 902.91 Cum.

chiselling including dewatering preparing

foundation base by proper benching and

stepping and disposing of the excavated stuff as

directed.(A) General blasting

28 23.40 Cum. Providing and casting in situ Ordinary cement 3816.69 Cum.

concrete M-150 for R.C.C. Raft and cut-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

29 152.80 Cum. Providing and filling sand behind abutments and 571.92 Cum.

between returns in layers as directed

30 69.40 Cum. Providing and Casting in situ Controlled Cement 4745.99 Cum.

Concrete M-250 for R.C.C. Raft and cutt-off

walls including necessary shuttering laying,

vibrating, ramming and curing complete.

31 45.40 Cum. Providing and Casting in situ controlled Cement 4745.99 Cum.

Concrete M-250 for R.C.C. Raft and cutt-off

walls including necessary shuttering laying,

vibrating, ramming and curing complete.

32 46.70 Cum. Providing and casting in situ controlled cement 5770.53 Cum.

concrete M-250 for R.C.C. solid slab including

centering, scaffolding, curing and finishing

33 20.10 Cum. Providing and casting in situ controlled cement 5284.22 Cum.

concrete M-250 for Kerb/ kerb blocks including

formwork curing and finishing, complete.

34 11.90 Cum. Providing and casting in situ controlled cement 5426.02 Cum.

concrete M-250 for average 75 mm thick

wearing coat laid as directed dincluding

tamping, vibrating, finishing, curing and fillingin

joints with bitumen complete.

35 60.80 Cum. Providing and casting in situ ordinary cement 4414.10 Cum.

concrete M. 250 mix and providing necessary

pin headers including shuttring scaffolding

laying vibrating curing and finishing complete.

Without V-Grooves. (A) Height from 0.0 M to

Providing and laying in position FE-500/500D 72289.94 M.Ton

(TMT) bar reinforcement including cutting,

bending, hooking and tying complete as per

detailed drawings for the following.(A) Box Cell

37 12.00 Nos. Provding P.V.C. 100 mm diameter water spouts 159.37 Nos.

including necessary iron gratings as per

38 93.70 Sq.mt. Supplying Pre - Moulded Bituminious Joint 611.13 Sq.mt.

Filler. (iii) 20 mm size

39 2.00 LS Diversion of watercouarse, providing cofferdam 25250.00 LS

and bund or island as may be necessary for

foundation and maintaining the same for the

period as may be necessary. (B) Diversion by

cofferdam / Island

Rs. Fourty Two Lack Thirty One Thousand Nine Hundred Thirty Seven and Paise Ninty Three Only.

I/We am/are willing to carry out the work at ________________ % above/below ( percent should

be written in figures and in words ) of the estimated rates mentioned above. Amount of my/our tender works

*Estimated amount *Estimated amount

put to tender Rs. _____________ put to tender Rs. _______________

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note : Credit Amount of Rs.49100 of Serviceable Material shall be deducted from 1st Running Bill.

Note 1:- The Contractor shall exhibit a board with detailed specification and details of work as

directed by the Engineer-In-Charge for which no extra payment shall be made.

Note 2 :- The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 3:- GST and Income tax TDS will be deducted at a source while making payments of bills

Note 4:- In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: PRC-10/2017 Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R.

therefore in R.C.C. items where there is a change as per actual mix design the cost of

difference of cement consumption have been deducted from the rate of original item at the

Signature of Bidder Executive Engineer

Panchayat (R&B) Division