MMGSY 2025-26 (96-5054-04-796-02 Sr.No 1) (E to BT) Construction Of Various Road in Dharampur Taluka Dist. Valsad. Pakage DHR-34 (Total 2 Roads, 3.42 Km) (1) Tiskari Talat Madhaldevi Road to Aswinbhais Mohall to joining Mohanbhais Mohalla to Joining Lalubhai, Mukeshbhai Maganbhai House to Joining Kosamkuva Main Road. (NP) km 0/0 To 2/900(2)Tanki Main Road to Urmilabens Mohalla to Joining Tanki Ashram shala Road (NP) km 0/0 To 0/510 Tal. Dharampur . Dist. Valsad

Name of work: MMGSY 2025-26 (96-5054-04-796-02 Sr.No 1) (E to BT)Construction Of

Various Road in Dharampur Taluka Dist. Valsad. Pakage DHR-34 (Total

Roads, 3.42 Km) (1) Tiskari Talat Madhaldevi Road to Aswinbhai's Mohall to

joining Mohanbhai's Mohalla to Joining Lalubhai, Mukeshbhai Maganbhai

House to Joining Kosamkuva Main Road. (NP) km 0/0 To 2/900(2)Tanki Main

Road to Urmilaben's Mohalla to Joining Tanki Ashram shala Road (NP) km

0/0 To 0/510 Tal. Dharampur . Dist. Valsad

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Unit Total Amount

It. Quantities Item of work Estimated Unit Total Amount

No. estimated but In figures according to

may be more or Rs. Ps. estimated

1 1.02 Hect. Clearing and grubbing road land including 34796.29 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 4215.00 Cu.mt. Earth work in cutting in all coats of soil and soft 104.04 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.

3 60.00 Rmt Supplying and fixing reinforced concrete heavy 1952.00 Rmt

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(iii)

4 7877.69 Cu.mt. Earthwork for embankment including breaking 169.44 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

5 583.00 Cu.mt. Supplying, Stacking and Spreading the Hard 595.44 Cu.mt.

Murrum including rolling and watering etc.

6 2628.00 cu.mt. Construction of granular sub-base by providing 574.81 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 2591.60 Cu.mt. Construction of Granular Sub Base by providing 620.86 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 2307.00 Cu.mt. Providing, laying, spreading and compacting 696.83 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 14373.00 Sq.mt. Providing and applying evenly Priming coat with 64.31 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 1077.90 M.Ton Providing and laying bituminous base course 2089.24 M.Ton

37.5mm thick compacted in one layer with tack

coat of asphalt Emulsion RS-1 at the rate of

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.

11 754.60 M.Ton Providing laying & rolling of 25 mm thick 2818.53 M.Ton

Open graded Premix bituminous carpet with

B.T. aggregate as specified and using RS1

Emulsion 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 specification.

12 517.40 M.Ton Providing and laying seal coat with B.T. 3105.85 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 specification

13 14372.40 Sq.mt. Providing and laying asphalt painting on B.T. 32.03 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 5.00 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 lettering and painting etc.

complete. (For OD.R. & V.R.)

15 14.00 No. Providing and fixing Hectometer stone as per 356.50 No.

I.R.C. type design including lettering and

painting etc. complete. (ii) Fixing in C.C. 1:5:10

16 2.00 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)..

17 4.00 No. MMGSY Logo Board:- Providing and fixing 4545.00 No.

MMGSY 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

x 60 cms for each leg, including excavation

curing etc. complete under the supervision of

Engineer-In-Charge (A)Engineering grade.

18 3.00 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 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 45 x 60cms. for each

leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

19 1026.60 Sq.mt. Road marking with hot applied thermoplastic 367.72 Sq.mt.

paints with 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

mcd/m2/lux and Asphalt road shall be min

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.

20 490.50 Cu.Mt Excavation for foundation up to 1.5m depth 248.16 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.

21 49.50 Cu.Mt Providing & filling in foundation with ordinary 3240.34 Cu.Mt

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

22 314.10 Cu.Mt Providing & filling in foundation with ordinary 3610.39 Cu.Mt

cement concrete M 150 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

23 97.50 Rmt Supplying fixing & joining reinforced concret 3446.50 Rmt

heavy 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 900mm dia

24 internal and fixing Guard stone as per I.R.C.

66.00 No. Providing No.

type design including white washing etc.

complete (II) Fixing in C.C. 1:5:10

25 6.00 No. Providing and fixing 20cm x 15cm x 2.5cm thick 279.69 No.

year plate of marble stone set in C.M. 1:4

including Finishing and engraving letters, etc.

26 252.79 Sq.mt. White washing with lime on wall surface (two 12.41 Sq.mt.

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust, mortar drops and other foreign matter.

27 201.50 Sq.mt. Providing and laying - Fitter Media 600mm 1248.74 Sq.mt.

thick directed at the back of abutments, returns

and wing walls as per detailed specifications

28 0.49 M.T. Providing and fixing in position ISI mark TMT 73217.53 M.T.

(Fe-500) bar for temperature reinforcement for

mass concrete pier/abutment returns including

cutting bending and tying as required complete

29 152.00 No Providing weep holes in abutment, returns using 84.95 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)

30 18.00 Cu.Mt. Earth work for embankment including breaking 152.51 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%

31 172.50 Cu.Mt. Providing & making Gabion structure with 2820.73 Cu.Mt.

Mechanically Woven Double Twisted

Hexagonal Shaped Wire mesh Gabion Boxes as

per IS 16014 : 2012, MORTH Clause 2500, of

required size, Mesh Type 10 X 12 (0 = 100 mm

with tolerance of ± 2%) G.I., Mesh wire

diameter 3.0 mm, mechanically edged /

selvedged with partitions at every 1m interval

and shall have minimum 10 numbers of openings

per meter of mesh perpendicular to twist, tying

with lacing wire of diameter 2.2mm, supplied @

3% by weight of Gabion boxes, filled with

boulders with least dimension of 200 mm, as per

drawing, all complete as per direction of

Engineer-in-charge. Details cost of one Gabion

box / Crates of size 2.00m X 1.00m X 1.00m =

32 1.00 Nos. Providing all weather diversion with necessary 50500.00 Nos.

earthwork & metalling work etc. complete for

7.50 m top width using necessary nos. of

mm dia pipe for water courses & road works and

mainting the same during the whole period of

construction work as directed by Engineer in

33 53.50 Cum. Dismentaling the existing structureincluding 909.91 Cum.

removing and stacking the dismentalled

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

34 20.50 Cum. Excavation for foundation in sand, gravel, clay 501.09 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

35 30.70 Cum. Excavation in large boulders and soft rock by 701.53 Cum.

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

36 59.40 Cum. Excavation in hard rock by dry-wet blasting and 839.92 Cum.

chiselling including dewatering preparing

foundation base by proper benching and stepping

and disposing of the excavated stuff as

directed.(A) General blasting

37 28.80 Cum. Providing and casting in situ Ordinary cement 3682.76 Cum.

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

walls including necessary shuttering laying,

vibrating, ramming and curing complete.

38 377.20 Cum. Providing and filling sand behind abutments and 480.41 Cum.

between returns in layers as directed

39 79.10 Cum. Providing and Casting in situ Controlled Cement 4599.24 Cum.

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

walls including necessary shuttering laying,

vibrating, ramming and curing complete.

40 63.30 Cum. Providing and Casting in situ controlled Cement 4599.24 Cum.

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

walls including necessary shuttering laying,

vibrating, ramming and curing complete.

41 51.80 Cum. Providing and casting in situ controlled cement 5592.67 Cum.

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

centering, scaffolding, curing and finishing

42 27.70 Cum. Providing and casting in situ controlled cement 5138.17 Cum.

concrete M-250 for Kerb/ kerb blocks including

formwork curing and finishing, complete.

43 6.70 Cum. Providing and casting in situ controlled cement 5279.98 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.

44 245.00 Cum. Providing and casting in situ ordinary cement 4289.17 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

45 18.56 M.Ton Providing and laying in position FE-500/500D 71648.79 M.Ton

(TMT) bar reinforcement including cutting,

bending, hooking and tying complete as per

detailed drawings for the following.(A) Box Cell

46 8.00 Nos. Provding P.V.C. 100 mm diameter water spouts 159.37 Nos.

including necessary iron gratings as per

47 136.00 Sq.mt. Supplying Pre - Moulded Bituminious Joint 611.13 Sq.mt.

Filler. (iii) 20 mm size

48 1.00 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. Two Corer Fourteen Lack Fourty Eight Thousand Four Hundred Thirty Eight and Paise Six 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 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