MMGSY : Year 2026-27 (Resurfacing) Resurfacing of Various Road in Gandevi Taluka Dist: Navsari. [Pakage No.23 Total 3 Roads, Total Km-4.20) (1) Bhathla Coastal Highway thi Talav ni Pal upar Road (VR-NP) km 0/0 to 0/7 (2) Khaparwada Machhiwad Pani ni Taki Naher Thai Raigudi ne Jodato Road (VR-NP) km 0/0 to 2/15 (3) Jespor Vangam Harkaniya Bharvadev Mandir Road. (VR-NP) km 0/0 to 1/35

In figures

1 Clearing and grubbing road land including uprooting rank vegetation grass 1.00 Hect 34889.38

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 Earth work in cutting in all coats of soil and soft murrum including conveying 569.00 Cum 106.81

and putting the stuff in spoil bank maintaining minimum distance of five meter

between top edge of cutting and top of spoil bank.

3 Scarifying gravelled macadam or Bitumen macadam surface 6 cm to 10 cm 8130.00 Sqm 41.74

depth including stacking useful materials on road side and disposing off

remaing stuff.

4 Construction of Granular Sub Base by providing coarse graded machine 178.50 Cum 744.46

crushed B. T. material satisfying MOST Specification of Grading - I using

53mm to 26.50mm 35%, 26.50 mm to 4.75 mm @ 45% (M.C.Metal),

mm below @ 20% (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 etc. complete.

5 Construction of Granular Sub Base by providing coarse graded machine 203.80 Cum 692.82

crushed B. T. material satisfying MOST Specification of Grading - II using

26.50 mm to 4.75 mm @ 75% (M.C.Metal), 2.36 mm below @ 25% (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 etc. complete.

6 Providing and laying wet mix macadam base course as per MORTH 1305.00 Cum 816.87

specification using machine crushed B.T. chips as per required gradation,

mixing with required optimum quantity of water, conveying the mix to site of

work, spreading in to grade and camber with paver/mechanical means and

consolidation each layer with vibratory roller to aschieve the desired density

including cost of material labour plant and equipment etc. complete.

7 Providing and applying hincol made or eqvivalent grade priming coat with 8086.00 Sqm 99.18

emulsion (SS-1) at the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt

and preparing the surface heating, and applying etc. complete.

8 Construction of side Shoulder with Approved Materials with all lead & lift 756.00 Cum 497.93

including spreding in required slope & consolidation etc. complete (Hard

Murrum) including filling the measure boxes of standared size etc. complete.

9 Earthwork for embankment including CBR > 5% breaking clods, dressing 1003.00 Cum 173.67

with all lead and lift in each layer of 20 cm thickness including watering rolling

and consolidation of subgrade in layers at O.M.C to required dry density

including filling depression which occur during the process using power roller

10 Supplying fixing & joining reinforced concret heavy duty non pressure pipe 67.50 Rmt 2108.86

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 and laying (to level or slopes) of class

NP3 of 600mm internal diameter

11 Providing, laying bituminous base course 37.5 mm thick compacted in One 959.00 M.T. 2828.11

layers with tack coat of asphalt Emulsion RS 1 at the rate of 2.5 kg/ 10 sqm

for WMM Surface using B.T. stone aggregates of required gradation and

asphalt VG - 30 grade for mixing @ 1.99 % by weight of total mix 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 materials, equipment, tools and plants, oil, kerosene, fire wood,

labour charges etc. complete.

12 Providing laying & rolling of 25 mm thick Open graded Premix bituminous 673.00 M.T. 3955.29

carpet with B.T. aggregate as specified and using Emulsion RS 1 for tack

coat at the rate of 2.5 kg/10 sq.mt. and using bitumen 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.

13 Providing and laying seal coat with B.T. aggregate as specified using 472.00 M.T. 4461.59

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. 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 .

14 Providing and Laying asphalt Painting on BT Surface with bitumen as per rate 12781.00 Sqm 46.26

of 5 Kg/ 10 Sqmt with Bitumen including spreading stone dust on painting

surface at the rate of 0.03 cu.mt./10 sqmt.

15 Providing & Fixing ordinary K.M. stone of of precast C.C. 1:2:4 including 9.00 No 704.33

necessary reinforcement as per I.R.C. Type Design fixing in C.C.1:4:8

including Painting , lettering etc. Complete. (For OD road V.R.)

16 Providing & Fixing Hectometer stone as per I.R.C. type design including 18.00 No 356.50

painting, lettering etc. complete (i) Fixing in C.C.1:5:10

17 Informatory Signs :-Providing and fixing sing boards made out of 2mm 3.00 No 3856.90

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)...

18 MMGSY Logo Board:- Providing and fixing MMGSY Logo Board made out of 3.00 No 5050.00

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

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 Excavation for foundation upto 1.5m depth including sorting out and stacking 184.50 Cum 198.92

of useful material and disposing off the excavted stuff as directed by

Engineer in charge with all lead and lift in (A) Loose or Soft Soil

20 Providing and filling in foundation with ordinary cement concrete M-100 mix 27.30 Cum 3304.02

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing completed.

21 Providing and casting in situ ordinary cement concrete M-150 mix and 172.60 Cum 3887.04

providing necessary vertical pin headers including shuttering,

scafolding,laying, vibrating, curing and finishing complete without V-

groves.(A) Height from 0.0 M to 5.0 M..

22 Supplying fixing & joining reinforced concret heavy duty non pressure pipe 22.50 Rmt 3271.56

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 internal

23 Providing and fixing Guard stone as per I.R.C. type design including white 66.00 No 100.44

washing etc. complete (I) Fixing in Earth.

24 Providing and fixing Number plate of Marble plate stone of required size set 3.00 No 306.14

in CM 1:4 including finishing & engeaving ;letters etc. complete.

25 White washing with lime on wall surface (two coats) to give an even shade 204.83 Sqm 12.73

including thoroughly booming the surface to remove all dirt, dust, mortar

drops and other foreign matter.

26 Providing and Placing in position Fe 500/500D bar reinforcement for following 3.93 M.T. 73589.67

R.C.C. work items including cutting, bending, hooking and tying complete as

per detailed drawing. (1) Curb, staining, cap and RCC Raft,(2) Piers,

Abutments, (3) Solid slab, Deck Slab,(4) RCC Kerb, RCC Footpath, RCC

Approach Slab, Wearing coat. Piers , Aburtments , R.C.C. Returns

27 Providing and laying weep hole in abutment and returning by using P.V.C. 124.00 No 87.07

pipes of 100 mm diameter including laying in proper grade and jointing etc.

complete as per detailed specification.

28 Providing and Laying filter media 600mm thick directed at the back of 123.80 Sqm 1279.96

abutment,returns and wing wall as per detailed specifications

29 Excavation for foundation in sand , gravel , clay , soft, soils and murrum etc. 117.30 Cum 513.61

including sorting strutting and dewatering as necessary and disposing off the

excavated stuff as directed. (A) Depth upto 3.0 M and lead upto 100 m for

30 Providing and Casting in situ Controlled Cement Concrete M-250 for R.C.C. 27.30 Cum 4658.26

Raft and cutt-off walls including necessary shuttering laying, vibrating,

ramming and curing complete.

31 Providing and Casting in situ Controlled Cement Concrete M-250 for R.C.C 9.40 Cum 5263.24

Returns as per drawing including centering, shuttering, scaffolding where

necessary laying, vibrating, ramming and curing complete.(A) Height from

to 5.0m (1) Piers (2) Abutment (3) RCC Returns

32 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. 6.90 Cum 4844.68

solid slab including centering, scaffolding, curing and finishing completed.

33 Providing and Casting in situ Controlled Cement Concrete M-200 for R.C.C. 61.10 Cum 4527.76

Retuns walls including necessary shuttering laying, vibrating, ramming and

curing complete.

34 Providing and casting in situ Controlled cement concrete M-250 mix and 15.00 Cum 4555.95

providing necessary vertical pin headers including shuttering,

scafolding,laying, vibrating, curing and finishing complete without V-

groves.(A) Height from 0.0 M to 5.0 M.

35 Providing and casting in situ controlled cement concrete M-250 for average 1.30 Cum 5077.84

75mm thick wearing coat laid as directed including tamping, vibrating,

finishing, curing and filling in joints with bitumen complete.

36 Providing and Placing in position Mild steel for temperature reinforcement for 0.20 M.T. 65939.46

mass concrete pier/Abutment/Returns including cutting, bending and tying as

required complete . (C) RCC Returns,

37 Providing G.I. 100mm diameter water spouts including necessary iron grating 4.00 No 536.02

as per drawings.

38 Providing and Fixing Marble slab including engraving and painting complete. 1.00 No 1012.64

(i) size 75 cm x 60cm x 4 cm.

39 Providing and laying rubble for apron (each stone weighing not less than 40 20.90 Cum 1067.07

Kg.) including hand packing and filling in the interstices with quarry spall.

40 Dismantling the existing structure including removing and stacking the 59.20 Cum 932.65

dismantled materials as and where directed. (B) R.C.C. Wall

Deputy Executive Engineer, Executive Engineer

Panchayat(R&B) Sub Dn., Panchayat (R&B) Division

Gandevi Navsari

I/We am/are willing to carry out the work at ………………………………………………..% above/below

(percent should be written in figures and words) of the estimated rates mentioned above. Amount of my/our

tender works out as under.

*Estimated amount *Estimated amount

Put to tender Rs…13436660.62 Put to tender Rs…13436660.62

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..

Net Rs. …………………….… Total Rs. ………

In words ………………….……………………………. In words …………………………….

*( please strike out whichever is not applicable)

All works shall be carried out as public works department Handbook and other

specification of Division or as directed.

All the columns in schedule should be filled in ink or ballpen and the total of the

entries in last column should be struck by the contractor under his signature.

Rate quated include clearance of site (Prior commencement of work and at its close)

in all respects and hold good for work under all conditions,site moisture, weather etc.

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.

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

Labour cess and Income tax TDS will be deducted at a source while making payments of bills

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.

To be continued on additional sheet,if found necessary.

Executive Engineer

Signature of the contractor Panchayat (R&B) Division

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