MMGSY : Year 2026-27 (Resurfacing) Resurfacing of Various Road in Gandevi Taluka Dist: Navsari. [Pakage No.25 Total 4 Roads, Total Km-4.925) (1) Kachholi Chummalis Halpativas to joining Makatvada Road (VR-NP) km 0/0 to 1/025 (2) Salej Navsari road to via Near Pirvaga towards Mukeshbhai Desai Etc. House Road (VR-NP) km 0/0 to 0/97 (3) Kachholi Ghoda faliya Halpativas Road (VR-NP) km 0/0 to 2/0 (4) Dhamdachha Maheta faliya to Kantibhai Mineshbhai’s farm Road (VR-NP) km 0/0 to 0/930

In figures

1 Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and 1.10 Hect 34889.38

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 putting the stuff in 666.00 Cum 106.81

spoil bank maintaining minimum distance of five meter between top edge of cutting and top of spoil

3 Scarifying gravelled macadam or Bitumen macadam surface 6 cm to 10 cm depth including stacking 5011.00 Sqm 41.74

useful materials on road side and disposing off remaing stuff.

4 Providing and laying wet mix macadam base course as per MORTH specification using machine 836.00 Cum 737.39

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.

5 Providing and applying hincol made or eqvivalent grade priming coat with emulsion (SS-1) at the rate 5011.00 Sqm 99.09

of 7.50 kg/ 10 Sq.mt. including cost of asphalt and preparing the surface heating, and applying etc.

6 Construction of side Shoulder with Approved Materials with all lead & lift including spreding in 768.00 Cum 492.88

required slope & consolidation etc. complete (Hard Murrum) including filling the measure boxes of

standared size etc. complete.

7 Earthwork for embankment including CBR > 5% breaking clods, dressing with all lead and lift in each 280.00 Cum 173.67

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

8 Supplying fixing & joining reinforced concret heavy duty non pressure pipe carrying indian railway 90.00 Rmt 2108.86

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

9 Providing, laying bituminous base course 37.5 mm thick compacted in One layers with tack coat of 1142.00 M.T. 2779.44

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.

10 Providing and laying 37.5 mm thick compacted B.M.with B.T. aggregate as per MORT&H specification 260.00 M.T. 3546.29

using Emulsion RS 1 tack coat at 2.50 Kg./10Sq.mt. with mechanical sprayer and bitumen grade VG-

30 for mixing at the rate 34.0Kg/M.T. i.e. 3.4 % of total mix including heating the aggregate and

asphalt by drum mix plant and spreading the same by censor paver finisher and consolidation with

vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood,

labour charges etc. complete

11 Providing laying & rolling of 25 mm thick Open graded Premix bituminous carpet with B.T. 720.00 M.T. 3914.28

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 at the rate of 396.00 M.T. 4404.37

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 .

13 Providing and laying seal coat with B.T. aggregate as specified using aggregate at the rate of 232.00 M.T. 4419.26

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 .

14 Providing and Laying asphalt Painting on BT Surface with bitumen as per rate of 5 Kg/ 10 Sqmt with 16834.00 Sqm 46.06

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 necessary reinforcement 10.00 No 704.33

as per I.R.C. Type Design fixing in C.C.1:4:8 including Painting , lettering etc. Complete. (For OD road

16 Providing & Fixing Hectometer stone as per I.R.C. type design including painting, lettering etc. 21.00 No 356.50

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

17 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 x 4.00 No 3856.90

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 2mm aluminium sheet, 4.00 No 5050.00

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 Excavation for foundation upto 1.5m depth including sorting out and stacking of useful material and 8.40 Cum 198.92

disposing off the excavted stuff as directed by Engineer in charge with all lead and lift in (A) Loose or

20 Providing and filling in foundation with ordinary cement concrete M-100 mix and providing necessary 1.80 Cum 3304.02

vertical pin headers including formwork, vibrating, ramming and curing completed.

21 Providing and casting in situ ordinary cement concrete M-150 mix and providing necessary vertical pin 12.60 Cum 3882.07

headers including shuttering, scafolding,laying, vibrating, curing and finishing complete without V-

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

22 Providing and fixing Guard stone as per I.R.C. type design including white washing etc. complete (I) 10.00 No 100.44

Fixing in Earth.

23 White washing with lime on wall surface (two coats) to give an even shade including thoroughly 12.81 Sqm 12.73

booming the surface to remove all dirt, dust, mortar drops and other foreign matter.

24 Providing and Placing in position Fe 500/500D bar reinforcement for following R.C.C. work items 0.08 M.T. 73904.14

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

25 Providing and laying weep hole in abutment and returning by using P.V.C. pipes of 100 mm diameter 12.00 No 87.07

including laying in proper grade and jointing etc. complete as per detailed specification.

26 Providing and Laying filter media 600mm thick directed at the back of abutment,returns and wing wall 12.00 Sqm 1279.96

as per detailed specifications

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…12638011.96 Put to tender Rs…12638011.96

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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