Resurfacing and Strengthening of Santrampur-Kanawada Road Km 0/0 to 13/00 Ta. Santrampur Dist. Mahisagar under PMGSY-2024-25.

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 5.20 Hect. 28455.09

grass bushes, shrubs, sapling and trees of girth up to 300mm

removal of stumps of trees cut earlier and disposal of unserviceable

materials and stacking of serviceable materials as per Clause-201

(area of light density) by mechanical means in area of light jungle.

2 Earthwork in cutting including preparing the slope and camber and

stacking or utilizing the cutting stuff in spoil bank as directed upto

200 meters from the end of cutting with all lead and lift.

(A) All sorts of soil and soft murrum 4394.25 Cum 134.13

3 Earthwork for embankment including breaking clods, dressing with 4407.00 Cum 166.54

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. (C) From Borrow area within all lead and lift.

4 Rolling and watering of earthwork in layers with power roller 3516.00 Cum 22.96

including filling in depressions which occur during the process.

5 Scarifying gravelled macadam or bitumen macadam surface upto 4840.00 Sq.m. 41.60

full BT depth including stacking useful materials on road side and

disposing off remaining stuff.

6 Providing & laying compacted WBM Grading-II using MCBT metal of 454.00 Cum 1726.09

size 45mm to 63mm in required layers including using 16% stone

screening, 13.2mm size and 8% stone dust as filler including

spreading watering & consolidation by vibratory roller etc. complete.

(in required layers)

7 Providing and laying compacted of specified murrum in side 2600.00 Cum 418.14

shoulders including carriage of material and spreading on prepared

base including compacting as per MORTH specification etc.

8 Providing and laying evenly tack coat using rapid setting emulsion 6050.00 Sq.m. 20.31

(RS-1) materials at the rate of 4.00 Kg./10 Sq.m. on road surface

using emulsion pressure sprayer including the cost of all labour,

materials, heating, machinery and equipment etc. complete.

9 Providing and laying evenly tack coat using rapid setting emulsion 133760.00 Sq.m. 12.90

(RS-1) materials at the rate of 2.50 Kg./10 Sq.m. on road surface

using emulsion pressure sprayer including the cost of all labour,

materials, heating, machinery and equipment etc. complete.

10 Providing and laying bituminous grout 37.5mm thick with asphalt of 5371.00 M.T. 2150.29

grade of VG-30 at the rate of 1.99% by weight of mix using B.T.

chips of required gradation including cleaning and heating asphalt

premix materials by hot mix process in proper gradation and laying

with paver finisher and consolidation by roller of 8 to 10 tonnes as

per MORTH specification including cost of all materials, asphalt,

aggregates, labour charges, royalty charges etc. completed as

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

11 Providing & laying 50 mm thick compacted bitumen macadam using 7878.00 M.T. 2779.52

B.T. chips aggregate as specified and mixing binder asphalt grade

of (VG-30) at the rate of 3.40% by total weight of mix including

heating and mixing in drum mix plant and spreading the same with

sencer paver finisher and consolidation with vibratory roller including

necessary firewood, oil, lubricants, labour charges etc. using

contractor's own drum mix plant and equipment, tools etc.

completed in accordance with the requirement of specification.

12 Providing and laying 20mm thick mix seal surfacing using B.T. chips 3303.00 M.T. 3471.37

as per required gradation adn mixing asphalt grade VG-30 @ 5.10%

by weight of total mix and mixing by contractor's own drum mix plant

and laying by sencer paver finisher and consolidation with vibratory

roller including necessary firewood, oil, lubricants, labour charges

etc. using contractor's own drum mix plant and equipment, tool etc.

completed in accordance with the requirement of specification.

13 Providing and fixing ordinary kilometer stone of approved hard stone 13.00 No. 704.33

as per IRC type design and fixing in C.C 1:4:8 including lettering and

paints etc. complete.

14 Providing and fixing Hectometer stone as per I.R.C. type design 52.00 No. 356.50

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

15 Providing and fixing Guard stone as per I.R.C. type design including 325.00 No. 350.80

white washing etc. complete (i) Fixing in CC 1:5:10

16 Direction sign (Junction board) :- Providing and fixing sign boards 1.00 No. 6375.49

made out of 2mm aluminium sheet size 244 x 122cms. rectangle 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 reflective 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, 75 x 75 x

6mm 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)

17 Regulatory / Mandatory signs : Providing and fixing sign boards 2.00 No. 3439.81

made out of 2mm aluminium sheet size 60cms. diameter circle as

per the design of IRC-67-1977 pre treated with phospheting process

& acid eteching, coated with one coat of epoxy primer and two coats

of best quality epoxy paint, reflectorised with retro reflective sheeting

as per latest M.O.S.T. Specifications; 3.1m long stand post and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm,

x 75 x 6mm 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 60cms. for each leg including

excavation curing etc. complete under the supervision of engineer in

charge. (A) Engineer Grade (VR)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

18 Village name/ Bump Ahead sign :- Providing and fixing sign board 2.00 No. 5045.36

made out of 2 mm alluminium sheet size 90 x 60 cms rectangle as

per the design of IRC-67-1977 pre treated with phospheting process

and acid etching coated with one coat of epoxy primer and two coats

of best quality epoxy paint reflectorised with retro reflective sheeting

as per latest M.O.R.T.H. specifications. Letters and numerals should

be as per IRC-30-1968, 310m long (2 Nos.) stand post and frame

fabricated from suitable size iron angle of 50 x 50 x 5 mm painted

with best quality epoxy coating 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 C.C. 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) Engineer grade (VR).

19 Citizen's information Board :- Providing and fixing of typical MMGSY 1.00 No. 22258.42

information board as per instruction. Two MS plates of 1.6 mm thick,

of 900 mm x 750mm size fixed at top & bottom duly welded with MS

angles of 25 x 25 x 5 mm thick M.S plate shall be welded by two

vertical M.S flats & four horizontal M.S flates 5 mm thick to 75 mm x

75 mm of 12 SWG square tubes posts duly embedded in cement

concrete M-15 grade blocks of 600mm x 600mm x 75mm, below

ground level. Painting New letters & figure of any shade with ready

mixed synthetic enample paint of superior quality in required shade

and colour, All sections of framed posts and steel tube will be

painted with primer and two coats of epoxy paints as per drawing

Clause 1701 and annexure 1700.1 (10.16) A warranty for 7 years

for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by contractor.

20 STOP SIGN :- Providing and fixing sing boards made out of 2mm 2.00 No. 4676.06

aluminium sheet size 90 x 90cms. rectangle as per the design of

IRC-67-1977 pretreated with phospheting process & acid etching,

coated with one coat of epoxy primer and two coats of best quality

epoxy paint reflectorised with retro reflective sheeting as per latest

M.O.S.T. specifications; 3.1m long stand post and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm 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 60cms. for each leg including excavation

curing etc. complete under the supervision of Engineer in charge.

(A) Engineer grade (VR).

21 Road marking with hot applied thermo plastic paint with 2706.00 Sq.m. 367.72

reflectorising glass bend on bitumin surface. Providing and laying of

hot appllied thermo plastic compound 2.5mm thick including

reflectorising glass beads @ 250 gms. per Sqmt. area thickness of

2.5mm is exclusive of surface applied glass beads 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 line should provide liminance

coefficient on cement road shall be min 130 mcd/m2/lux and asphalt

road shall be min 100 mcd/m2/lux during the service life suring day

time the marking should meet the perfomance criteria for night time

reflectivity, wet reflectivity and skid resistance as mentioned in the

section of IRC 15:2015. warranty for retro reflectivity shall be two

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

22 Cat eye/road stud/RPM :- Supplying of molded twin shanks raised 1465.00 No. 326.23

pavment markers made of polycarbonate and ABS moulded body

and reflective panels with icro prismatic lens (no glasss bed lens)

capable of providing total internal reflaction of the light entering the

lens face and shall support a load of 13635kgs. tested in

accordance to ASTM D 4280 type H and complying to specifications

category-A of MORTH circular No RW/NH/33023/10-97-DO III Dt.

11.06.1997. the height width and length shall not exceed

20mm,130mm & 130mm and min. reflactive are of 13 sqcm on each

side and slope to base shall be 35+/-5 degree. the strength of

detachment of the integrated cylindrical shnks, (of diameter not less

than 19+/-2mm & ht not less then 30+/-2mm) from the body is to be

a min. value of 500kgf. fixing will be by drilling holes on the road for

the shanks to go inside, without nails and using epoxy rasin based

adhesive as per the manufacturer's recommendation & the color of

the marker should be as per the IRC 35-2015 & as directed by

engineer-in-charge.

23 Cautionary Warning Sign :- Providing and fixing sign board made 160.00 No. 3808.66

out of 2mm aluminium sheet size 90 x 90 x 90 cms equilateral

triangle as per the design of IRC-67-1977. Pre treated with

phospheting process and acid etching coated with one coat of epoxy

primer and two coats of best quality epoxy paint, refloctrorized with

retro reflective sheeting as per the latest M.O.R.T.H. 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; painted with best quality

epoxy coating 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) Engineer grade (VR).

24 Supply & fixing logo board of specified LOGO board as per 1.00 No. 4710.64

instructions of Engineer in charge - diamond size (600 x 600mm)

gauge & board plate size (900 x 250mm) 16 gauge thick M.S. plate

and 2.40 meter deep length single angle 75 x 75 x 6 mm size

including fitting and painting lettering with luminous colour as per

drawing etc complete.

25 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 250.00 Rmt. 3001.72

"W" metal beam crash barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above road/ground level, fixed on

ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m

centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel

parts and fitments to be galvanised by hot dip process, all fittings to

conform to IS:1367 and IS:1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section 150 x 75 x 5 mm,

mm long complete as per clause 810) with necessary excavation of

post, providing levelling course M-10 (Size 0.65 x 0.65 x 0.10m) &

foundation concrete in M-200 (size 0.5 x 0.5 x 0.15 + 0.3 x 0.3 x

0.70) as per requirement and instruction from Engineer in charge.

26 Excavation for foundation up to 1.50 mt. depth including sorting out 216.00 Cum 253.88

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for Dense or hard soil.

27 Providing and filling in foundation with ordinary cement concrete M- 33.00 Cum 3341.15

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

28 Providing and casting in situ ordinary cement concrete M-150 mix 351.00 Cum 3917.21

and providing necessary pin headers including shuttering,

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

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

29 Providing and placing in position I.S.I. mark Fe-550D T.M.T. bar 1.98 M.T. 73858.69

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing for the following (A) Piers (B)

Abutments (C) R.C.C. returns.

30 Filling available excavated earth (excluding rock) in trenches, plinth, 216.00 Cum 136.92

sides of foundations etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by ramming and watering.

31 Providing and laying weep hole in abutment and returning by using 276.00 No. 86.73

A.C. pipes / PVC pipes of 100 mm. diameter including laying in

proper grade and joining etc. complete as per detailed specifications.

32 Providing and laying filter media 600 mm thick as directed at the 276.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

TOTAL Rs.

i.e. Rs. Five Crore Fifty Five lacs Seven hundred Eighty Three and Ninety paisa only.

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

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.

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

3. GST and Income tax TDS will be deducted at a source while making payments of bills.

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.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and

found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Santrampur Mahisagar (Lunawada) Mahisagar (Lunawada)

SECTION -

Conditions of Contract

Part-II - Special Conditions of Conract

These conditions vary and add to the Conditions of Contract set Out in Part I General Conditions of Contract

1 All duties, GST, Labour cess, Taxes, royalties and other levis payable by the Contractor under the Contract or for

any other clause, shall be included in the rates, prices and total bid price submitted by the bidder. Any

Modification or addition or altration in any taxes during the period upto completion of DLP of 5 Years after

completion of work shall be borne by the contractor only.

2 No Star rate and/ or Price Escalation and/ Or Price adjustment shall be paid extra.

3 Defect liability period shall be 5 years after completion of work.

4 Payment of Retro reflective road furniture shall be given only after submission of satisfactory test results submits

by contracto. No extra payment shall be made for testing.

5 Responsibility of Maintenance for all Road furniture is of contractor.

6 Contractor is liable to maitain all road furniture including Board, Thermoplast Patta, Rumble Strip, elineators, Cat

eyes, 5th KM stone, KM stone, Boundary stone, Guard stone, Hectometer, Crash Barrier etc.

7 Testing Charges other than field lab testing shall be borne by the contractor.

8 No payment shall be made/ recoveries will be done and actions would be initiated against contractor for works

classified as "Works having Non rectifiable Defects" after NQM inspection as per NRRDA circular letter No.D.O.

No.P-17022/2/2006-P-III September 8, 2009 (letter Attached)

9 EMD to be furnished at rate of 2% of work price and no EMD exemption is allowed.

10 No imported bitumen or emulsion is permissible.

11 Maintenance of roads shall be carried out as per rates mentioned in the following table.

Sr. Maintenance Cost per Km. (Rs.)

Descrption of Item Unit Quantity Amount

No. In Figures In Words

1 First Year Km. 13.00 27750.39 Rs. Twenty Seven Thousand, Seven Hundred

Fifty and Thirty Nine Paise Only

2 Second Year Km. 13.00 41625.59 Rs. Forty One Thousand, Six Hundred Twenty

Five and Fifty Nine Paise Only

3 Third Year Km. 13.00 55500.78 Rs. Fifty Five Thousand, Five Hundred and

Seventy Eight Paise Only

4 Fourth Year Km. 13.00 69375.98 Rs. Sixty Nine Thousand, Three Hundred

Seventy Five and Ninety Eight Paise Only

5 Fifth Year Km. 13.00 83251.18 Rs. Eighty Three Thousand, Two Hundred

Fifty One and Eighteen Paise Only

Total Rs.

i.e. Rs. Thirty Six lacs Seven thousand Five hundred Fifty and Ninety Five paisa only.

** The per Km amount for each year should be pre spefified by Authority and figure inserted here before inviting bid.

Note:- For Routine maintenance, the unit rate indicated by he authority shall be apply. The bidder is required to accept these

rates further the payment shall be performance based.

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub-Division Panchayat (R & B) Division,

Santrampur Mahisagar (Lunawada)