Resurfacing of Various Roads under PMGSY-2024-2025 (Package No. 1) Taluka Abdasa Dist. Bhuj-Kachchh (Total 2 Roads, Length 9.60 Km.) (5th attempt)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 3.80 Hect. 28393.04

vegetation 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) Hard Murrum 2304.00 Cum 248.16

3 Earth work for embankment including breaking clods, dressing 7588.00 Cum 172.87

with all lead and lift (including watering and consolidation) (C)

from borrow area within all lead and lift (with minimum 6% CBR)

4 Rolling and watering of earthwork in layers with power roller 2304.00 Cum 22.48

including filling in depressions which occur during the process.

5 Box cutting the road surface to proper slope and camber for 395.00 Cum 104.04

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto all

lead and lift.

6 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 395.00 Cum 937.00

mm size including 0.12 Cu.M. Stone screening & 0.08 Cu.M.

stone dust as filler including spreading, watering & consolidation

by vibratory roller 80KN to 100KN static weight.

7 Providing and laying compacted of specified murrum in side 1920.00 Cum 379.76

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc.

8 Providing and laying bituminous grout 37.5mm compacted thick 2562.00 M.T. 2007.49

using B.T. stone aggregates as per required gradation with the

asphalt VG-30 grade for tack coat 2.5 Kg/10 Smt on B.T. surface

and 4.0 Kg/10 Smt on W.B.M. surface and asphalt VG-30 grade

for mixing @ 1.99% i.e. 19.90 kg./ MT by weight of mix including

heating and mixing in drum mix plant transporting the mix,

spreading the same by pavers finisher and consolidation as per

MORTH specification including cost of all materials fuels, labors,

tools and plant etc. using contractors own drum mix plant etc.

completed as directed.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

9 Providing and laying 37.50 mm thick compacted B.M. using stone 2819.00 M.T. 2646.99

chips 0.66 Cum/1 M. ton mix as per gradation with Asphalt VG-30

for tack coat @ 2.50 kg./10 Smt. on B.T. surface and asphalt

grade VG-30 for mixing @ 34 kg/M.Ton (i.e. 3.40% of mix)

including heating the and aggregate by continuous batching drum

mix plant, transporting and mixed material and spreading the

same by paver finisher and consolidation by vibratory roller of

KN to 100 Kn static weight including the cost of labour oil,

lubricants etc. using contractors own machineries and plant.

10 Providing and laying bituminous seal coat with stone chips 6 to 10 932.00 M.T. 2915.65

mm size 0.18 Cmt/10 smt. i.e. using 0.66 cmt aggregate per M.T

mix using asphalt VG-30 @ of 4.50% of mix including heating the

asphalt and aggregate by continuous batching drum mix plant and

paver finisher and consolidating by vibratory roller including

providing equipment, tools, plant, firewood, oil, kerosene, labour

charges etc. using the contractors own machinery and plant.

11 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 375.00 Cum 4744.98

sand : 3 coarse aggregate 20mm nominal size) for C.C. road and

curing etc. complete including cost of formwork, finishing the

cement concrete road by Trimix process inclusive of labour

charges for trimix vaccume dewatering process on cement

concrete road by using vaccume dewatering pump, surface

floater, including chanelling and making grooves & rough finish to

surface, providing expansion joint, construction joint including

filling the joint with asphalt filler as per direction by engineer in

charge and as per specification.

12 Providing I.S.I. mark T.M.T. bar Fe-500D reinforcement for R.C.C. 7.46 M.T. 76214.60

work including bending, binding and placing in position complete

upto two floor level.

13 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 10.00 No. 704.33

including necessary reinforcement as per I.R.C. type design in

C.C. 1:4:8 including painting,lettering etc. complete (For O.D. road

14 Providing and fixing Hectometer stone as per I.R.C. type design 38.00 No. 116.08

including painting, lettering etc.complete (i) Fixing in earth.

15 Providing and fixing Guard stone as per I.R.C. type design 266.00 No. 98.63

including white washing etc. complete (i) Fixing in earth.

16 Direction sign (Junction board) :- Providing and fixing sign boards 2.00 No. 14831.71

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)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

17 Regulatory / Mandatory signs : Providing and fixing sign boards 40.00 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, 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)

18 Village name/ Bump Ahead sign :- Providing and fixing sign board 4.00 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 Hazard Marker Sign :- Providing and fixing sign board made out of 10.00 No. 2423.74

2mm aluminium sheet size 90 x 30 cms. rectangle as per the

design / drawing attached (IRC) pretreated with phospheting &

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. specification, 3.1m long stand

post and frame fabricated from suitable size iron angle of 35 x

x 3mm & 50 x 50 x 5mm painted with best quality epoxy coatings.

The fixing at site shall be in 1:2:4 C.C. 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

20 STOP SIGN :- Providing and fixing sing boards made out of 2mm 4.00 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

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

21 Road marking with hot applied thermoplastic paints with 2880.00 Sq.m. 367.72

reflectorising glass beads on bitumen surface providing and laying

a hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding 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 colour marking should provide luminance

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

during the day time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015.

Warranty for the retro reflectivity should be two years.

22 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 1067.00 No. 326.23

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micro prismatic lens (No

Glass bead lens) capable of providing total internal reflection of

the light entering the lens face and shall support a load of

kgs. tested in accordance to ASTM D 4280 Type - H and

complying to Specifications of 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 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and the slope

to the base shall be 35 +/- 5 degree. The strength of detachment

of the integrated cylindrical shanks, (of diameter not less than

+/- 2 mm and height not less than 30+/- 2 mm) from the body is to

be a minimum value of 500 Kgs. Fixing will be by drilling holes on

the road for the shanks to go inside, without nails and using epoxy

resin based adhesive as per manufacturer's recommendation and

the color of the marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

23 Cautionary Warning Sign :- Providing and fixing sign board made 38.00 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

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 Excavation for foundation up to 1.50 mt. depth including sorting 208.00 Cum 221.10

out and stacking of useful material and disposing off the

excavated stuff within all lead and lift for all sorts of soil.

25 Providing and filling in foundation with ordinary cement concrete 88.00 Cum 3227.94

M-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

26 Providing and casting in situ ordinary cement concrete M-150 mix 261.00 Cum 3307.34

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.

27 Supplying and fixing ISI reinforced concrete heavy duty non- 22.50 Rmt. 5530.94

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 diameter. (v) 1200 mm dia.

28 White washing with lime on wall surface (two coats) to give an 66.00 Sq.m. 12.09

even shade including thoroughly brooming the surface to removed

all dirt, dust mortar drops and other foreign matter.

29 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 1.00 No. 279.69

marble stone set in C.C. 1:4 including finishing and engraving

letters etc. complete.

30 Providing and maintaining a road diversion for traffic during the 1.00 No. 2020.00

work in progress till completion of work including providing red

lamps and necessary sign boards etc. complete. (For C.D. Works)

31 Dismentaling the existing structure including removing and 375.00 Cum 886.05

stacking the dismentelled materials as and where directed. (A)

R.C.C. work.

32 Dismentaling the existing structure including removing and 18.00 Cum 389.74

stacking the dismentelled materials as and where directed. (B)

Rubble masonary.

33 Filling available excavated earth (excluding rock) in trenches, 126.00 Cum 130.39

plinth, sides of foundation etc. in layer not exceeding 20 cm in

depth consolidating each deposited layer by ramming and

watering etc. complete.

34 Providing & laying weep hole in abutments and returns by using 161.00 No. 186.08

P.V.C. 10 Kg/Sqcm pipe of 110mm dia. including laying in proper

grade and jointing the completed as per detailed specification.

35 Providing and laying filter media 600 mm thick as directed at the 161.00 Sq.m. 1180.34

back of abutments and returns and wing walls as per detailed

specifications.

TOTAL Rs.

i.e. Rs. Two Crore Fourty Five lacs Seventy thousand Three thousand Thirty Six and Eighty Seven paisa

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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.

5. For Routine Maintenance, the unit rate indicated by the Authority shall apply. The Bidder is required to

accept these rates. Further, the payment shall be performance based as per BOQ-Part-B.

6. Credit for dismantalled materials of amount of Rs. 1,14,120.00 must be recovered from 1st R.A. bill of

Contractor's.

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,

Abdasa Bhuj-Kutch Bhuj-Kutch

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. 9.60 16636.17 Rs. Sixteen Thousand, Six Hundred Thirty

Six and Seventeen Paise Only

2 Second Year Km. 9.60 24954.25 Rs. Twenty Four Thousand, Nine Hundred

Fifty Four and Twenty Five Paise Only

3 Third Year Km. 9.60 33272.33 Rs. Thirty Three Thousand, Two Hundred

Seventy Two and Thirty Three Paise Only

4 Fourth Year Km. 9.60 41590.41 Rs. Forty One Thousand, Five Hundred

Ninety and Forty One Paise Only

5 Fifth Year Km. 9.60 49908.50 Rs. Forty Nine Thousand, Nine Hundred

Eight and Fifty Paise Only

Total Rs.

i.e. Rs. Fifteen lacs Ninety Seven thousand Seventy One and Ninety 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

Abdasa Bhuj-Kachchh