MMGSY 2026-27 (96-5054-04-796-02 SR 1) Resufacing of Vihiramba Nariamba Road Don. km 0/0 To 1/770 Ta. Ahwa Dist. Dang.

Name of work: MMGSY 2026-27 (96-5054-04-796-02 SR 1) Resufacing of Vihiramba

Nariamba Road Don. km 0/0 To 1/770 Ta. Ahwa Dist. Dang.

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Unit Total

No. estimated but In figures Amount

may be more or Rs. Ps. according to

1 0.53 Hect. Clearing and grubbing road land including uprooting 34889.38 Hect.

rank 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 3279.40 Sq.mt. Scarifying gravelled macadam or bitumen macadam 43.77 Sq.mt.

surface 6 cm to 10 cm.depth including stacking

useful materials on road side and disposing off

remaining stuff.

3 1593.00 Cu.mt. Earthwork in cutting in all sorts 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 and cutting and toe of spoil

4 70.00 Rmt Supplying fixing & joining reinforced concret heavy 1968.38 Rmt

duty 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

5 710.89 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. lead

6 212.00 Cu.mt. Supplying Stacking and Spreading the Hard Murrum 849.61 Cu.mt.

including rolling and watering etc. Complete.

7 166.00 cu.mt. Construction of granular sub-base by providing 1226.95 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

8 163.00 Cu.mt. Construction of Granular Sub Base by providing 1280.95 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), 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. complete.

9 772.00 Cu.mt. Providing, laying, spreading and compacting graded 1361.41 Cu.mt.

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.

10 4857.00 Sq.mt. Providing and applying evenly Priming coat with 59.95 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

11 565.50 M.Ton Providing and laying bituminous base course 3037.67 M.Ton

37.5mm thick compacted in one layer with tack coat

of Emulsion RS1 at the rate of 2.5 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.

12 271.40 M.Ton Providing and laying seal coat with B.T. 4661.66 M.Ton

aggregate as 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.

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

13 622.10 M.Ton Providing & laying 37.50mm. thick compacted 4015.03 M.Ton

Bituminous Macadam with using RS1 Emulsion for

tack coat at 2.50 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. complete.

14 7540.00 Sq.mt. Providing and laying asphalt painting on B.T. 47.96 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.

15 2.00 No. Providing and fixing ordinary Kilometer stone of 704.33 No.

precast 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

16 8.00 No. Providing and fixing Hectometer as per I.R.C. type 356.50 No.

design including painting, lettering etc. complete.(ii)

Fixing in C.C. 1:5:10

17 1.00 No. Informatory Signs :-Providing and fixing sing boards 3856.90 No.

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

18 1.00 No Logo Board:- Providing and fixing MMGSY/VKY 4545.00 No

Logo Board 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.

19 6.00 No. Village name/ Bump Ahed sign :-Providing and 5045.36 No.

fixing sing 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

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 45 x

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

20 96.60 Cu.mt complete under the supervision

Dismentaling Existing of engineer in

Structure including 978.15 Cu.mt

removing and stacking the dismentalled materials as

and where directed. (B) R.C.C Wall

21 369.90 Sq.mt. Providing and laying - Fitter Media 600mm thick 1342.40 Sq.mt.

directed at the back of abutments, returns and wing

walls as per detailed specifications

22 210.00 No. Providing weep holes in abutment, returns using 100 91.32 No.

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

23 285.30 Cu.mt. Excavation for foundation in sand, gravel, clay soft 538.67 Cu.mt.

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

24 75.30 Cu.mt. Excavation in large boulders and soft rock by 754.14 Cu.mt.

welding including shoring, strutting and dewatering

as necessary and disposing of the excavated stuff as

25 129.00 Cu.mt. Excavation in hard rock by dry-wet blasting and 902.91 Cu.mt.

chiselling including dewatering preparing foundation

base by proper benching and stepping and disposing

of the excavated stuff as directed.(A) General

26 62.10 Cu.mt. Providing and casting in situ Ordinary cement 3816.69 Cu.mt.

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

including necessary shuttering laying, vibrating,

ramming and curing complete.

27 255.60 Cu.mt. Providing and Casting in situ controlled Cement 4745.99 Cu.mt.

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

including necessary shuttering laying, vibrating,

ramming and curing complete.

28 88.50 Cu.mt. Providing and casting in situ controlled cement 5770.53 Cu.mt.

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

centering, scaffolding, curing and finishing

29 72.60 Cu.mt. Providing and casting in situ controlled cement 5284.22 Cu.mt.

concrete M-250 for Kerb/ kerb blocks including

formwork curing and finishing, complete.

30 29.40 Cu.mt. Providing and casting in situ controlled cement 5426.02 Cu.mt.

concrete M-250 for average 75 mm thick wearing

coat laid as directed dincluding tamping, vibrating,

finishing, curing and fillingin joints with bitumen

31 390.60 Cu.mt. Providing and casting in situ ordinary cement 4414.10 Cu.mt.

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 5.0. M

32 36.96 M.Ton 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

33 17.10 No Providing and filling rubbles including hand packing 1107.71 No

and filling interstices with quarry spalls behind

abutments and between returns as directed.

34 1043.10 Cu.mt. Providing and filling sand behind abutments and 571.92 Cu.mt.

between returns in layers as directed

35 24.00 Nos. Provding P.V.C. 100 mm diameter water spouts 159.37 Nos.

including necessary iron gratings as per drawings.

36 304.20 Sq.mt. Supplying Pre - Moulded Bituminious Joint Filler. 611.13 Sq.mt.

(iii) 20 mm size

Rs. One Corer Seventy Lack Seventy Thousand One Hundred Sixty Six and Paise Eighty Five 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 out as under.

*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 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 rate of input rate mentioned in all the tender.

Signature of Bidder Executive Engineer

Panchayat (R&B) Division