MMGSY : Year 2026-27 (Resurfacing) Resurfacing of Various Road in Gandevi Taluka Dist: Navsari. [Pakage No.20 Total 2 Roads, Total Km-4.550) (1)Valoti Halpatiwas Harijanwas Road (VR-NP) km 0/0 to 1/825 (2) Gandevi Sundarwadi Road (VR-NP) km 0/0 to 1/225

In figures

1 Clearing and grubbing road land including uprooting rank vegetation grass 0.70 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 and 944.00 Cum 106.81

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 depth 3305.70 Sqm 41.74

including stacking useful materials on road side and disposing off remaing stuff.

4 Construction of Granular Sub Base by providing coarse graded machine crushed B. 150.00 Cum 558.72

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.

5 Providing and laying wet mix macadam base course as per MORTH specification 545.00 Cum 680.05

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.

6 Providing and applying hincol made or eqvivalent grade priming coat with emulsion 3306.00 Sqm 99.12

(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.

7 Construction of side Shoulder with Approved Materials with all lead & lift including 495.00 Cum 495.93

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

filling the measure boxes of standared size etc. complete.

8 Earthwork for embankment including CBR > 5% breaking clods, dressing with all 486.00 Cum 173.67

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 80 to 10 Tonne (A)

9 Supplying fixing & joining reinforced concret heavy duty non pressure pipe carrying 52.50 Rmt 2108.86

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

10 Providing, laying bituminous base course 37.5 mm thick compacted in One layers 793.00 M.T. 2738.02

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 -

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.

11 Providing laying & rolling of 25 mm thick Open graded Premix bituminous carpet 555.00 M.T. 3872.11

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.

12 Providing and laying seal coat with B.T. aggregate as specified using aggregate 295.00 M.T. 4379.06

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 Providing and Laying asphalt Painting on BT Surface with bitumen as per rate of 5 10561.00 Sqm 45.95

Kg/ 10 Sqmt with Bitumen including spreading stone dust on painting surface at the

rate of 0.03 cu.mt./10 sqmt.

14 Providing & Fixing ordinary K.M. stone of of precast C.C. 1:2:4 including necessary 6.00 No 704.33

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.)

15 Providing & Fixing Hectometer stone as per I.R.C. type design including painting, 13.00 No 356.50

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

16 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium 2.00 No 3856.90

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 MMGSY Logo Board:- Providing and fixing MMGSY Logo Board made out of 2mm 2.00 No 5050.00

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.

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…7610007.06 Put to tender Rs…7610007.06

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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