MMGSY Strenghthening and Resurfacing 2026-27. Resurfacing of Molaamba Tanka faliya road Ch 0/0 to 2/300 Ta,Vansda Dist.Navsari.

It. Rate In

Specification and reference to book of Quantity Unit Amount

No. Figures

specifications)

1 Clearing and grubbing road land including uprooting 0.92 Hect 34889.38

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 Earthwork in cutting in all sorts of soil and soft murrum 1754.00 Cum. 106.81

including conveying and putting the stuff in spoil bank

maintaining minimum distance of five meter between

top edge and cutting and toe of spoil bank.

3 Supplying and fixing reinforced concrete heavy duty non- 15.00 rmt 1968.38

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.(v) 600mm dia.

4 Earthwork for embankment including breaking clods, 652.00 Cum. 173.67

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 Supplying, Stacking, Spreading & rolling of Hard 276.00 Cum. 684.58

Murrum on road side for hard side shoulder of work as

per specification including filling the mesure boxes of

standard size etc. complete.

6 Scarifying gravelled macadam or bitumen macadam 8625.00 Sqmt 41.74

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining stuff.

7 Construction of Granular Sub Base by providing coarse 20.10 Cum. 875.00

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.

8 Providing, laying, spreading and compacting graded 945.00 Cum. 954.25

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

9 Providing and applying evenly Priming coat with 8769.00 Sqmt 99.22

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

10 Providing & laying 50 mm. thick compacted Bituminous 964.60 MT 3833.66

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.

11 Providing & laying 25 mm. thick SDBC using B.T. stone 504.20 MT 4867.13

chips as per MORTH gradation and specification with

asphalt VG-30 at the rate of 50.00 kg. / M.Tone of total

wt. for mix i.e. (5.00 % ) by weight of total mix of

bitumen including mixing aggregates & asphalt by

continuous batching drum mix plant & spreading the

same by paver finisher including rolling & consolidation

with 10 - 12 tonnes vibratory roller & providing tools

plants, fire wood, oil, kerosene, labour charges using

contractor's own machineries etc. complete.

12 Providing and laying asphalt painting on B.T. surface 8768.80 Sqmt 46.63

with bitumen VG-30 at rate 5.00Kg / 10Sq.mt. including

spreading stone dust for painting surface at rate of

13 Providing and fixing ordinary Kilometer stone of precast 3.00 Nos. 704.33

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 V.R.)

14 Providing and fixing Hectometer as per I.R.C. type 10.00 Nos. 356.50

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

Fixing in C.C. 1:5:10

15 Informatory Signs :-Providing and fixing sing boards 1.00 Nos. 3856.90

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)...

16 MMGSY Logo Board:- Providing and fixing MMGSY 1.00 Nos. 5050.00

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

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

17 Village name/ Bump Ahed sign :-Providing and fixing 4.00 Nos. 5045.36

sing boards made out of 2mm aluminium sheet; size

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)...

18 Direction sign (Junction board):-Providing and fixing 2.00 Nos. 14831.71

sing boards made out of 2mm aluminium sheet; size

244 x 122cms. 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 x5mm 75x75x6mm as

required; 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 Excavation for foundation upto 1.5 m depth including 124.70 Cum. 254.36

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

20 Providing and filling in foundation with ordinary Cement 12.30 Cum. 3304.02

concrete M-100 mix and providing necessary vertical

pin headers including formwork, vibrating, ramming and

curing complete.

21 Providing & casting in situ ordinary cement concrete M- 90.60 Cum. 3957.22

150 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and

finishing complete with V-Groves.(A) Height from 0.0 M.

22 Supplying and fixing reinforced concrete heavy duty non- 22.50 rmt 3469.26

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.(v) 900mm dia.

23 Providing and fixing guard stone as per I.R.C. type 40.00 Nos. 350.80

design including white washing etc. complete.(ii) Fixing

24 Providing and fixing 20cm. x 15cm x 2.5 cm. thick year 3.00 Nos. 279.69

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

and engraving letters etc. complete.

25 White washing with lime on wall surface (two coats) to 108.96 Sqmt 12.73

give an even shade including thoroughly booming the

surface to remove all dirt, dust; mortar drops and other

foreign matter.

26 Supply & Laying of Mechanically Woven Double 81.30 Cum. 3676.40

Twisted Hexagonal Shaped Wire Mesh Gabion Boxes

of required size, Mesh Type 10x12cm, Zinc and PVC

coated, Mesh Wire dia. 2.7/3.7mm (ID/OD),

mechanically edged / selvedged, with heavy coating of

galvanization as per EN 10223-3/ASTM A975 with

partitions at every 1m interval and properly packed with

approx 200mm size rubble including transportion and

placing at indicated place as per direction of engineer in

charge including tools, plants, labour, material, royalty

charge etc in all respect and stiching with lacing wire of

dia 2.2/3.2 mm (ID/OD), including all safty precautions

and with all lead lift.

27 Providing and laying of thermally bonded non woven 51.30 Cum. 262.60

geotextile of approved brand and quality beneath the

Gabian wall as directed.

28 Dismentaling the existing structure including removing 15.50 Cum. 932.65

and stacking the dismentelled materials as and where

directed. (B) R.C.C Work

29 Excavation in large boulders and soft rock by welding 132.60 Cum. 719.06

including shoring, strutting and dewatering as

necessary and disposing of the excavated stuff as

30 Providing and casting in situ Ordinary cement concrete 19.20 Cum. 3714.04

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

necessary shuttering laying, vibrating, ramming and

curing complete. (more than 10 ton)

31 Providing and Casting in situ controlled Cement 83.00 Cum. 4527.77

Concrete M-200 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete. (more than 10 ton)

32 Providing and casting in situ controlled cement concrete 20.60 Cum. 5373.90

M-250 for R.C.C. solid slab including centering,

scaffolding, curing and finishing complete. (more than

33 Providing and casting in situ controlled cement concrete 19.00 Cum. 4890.91

M-250 for Kerb/ kerb blocks including formwork curing

and finishing, complete (more than 10 ton)

34 Providing and casting in situ controlled cement concrete 8.40 Cum. 5314.06

M-250 for average 100 mm thick wearing coat laid as

directed dincluding tamping, vibrating, finishing, curing

and fillingin joints with bitumen complete (more than

35 Providing and casting in situ ordinary cement concrete 118.70 Cum. 4252.11

M. 200 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

36 Providing and fixing in position IS mark steel bar 10.49 MT 73243.02

reinforcement of bar grade FE-500/500D including

cutting, bending, hooking and tying complete as per

detailed drawing for raft slab, pier, solid slab, kerb

block, wearing coat etc.

37 Provding P.V.C. 100 mm diameter water spouts 4.00 Nos. 159.37

including necessary iron gratings as per drawings.

(more than 10 ton)

38 Providing & laying weep hole in Aburtments, and returns 52.00 Nos. 87.07

by using A.C. pipe of 100mm including laying in proper

grede and jointing the completed as per detailed

specification.

39 Providing and laying - Fitter Media 600mm thick 60.00 Sqmt 1279.96

directed at the back of abutments, returns and wing

walls as per detailed specifications. (more than 10 ton)

40 Providing and filling sand behind abutments and 126.00 Cum. 552.22

between returns in layers as directed

41 Wall painting (two coats) with plastic emulsion paint of 32.70 Sqmt 81.05

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.