Resurfacing of Jatavira tal Laiyari Road Km. 0/0 to 9/60 Ta. Nakhtrana Dist. Bhuj-Kachchh under PMGSY (Resurfacing) Year-2024-25 (Package No. 3) (4th attempt)

No. figures Amount

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

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 2304.00 Cum 248.16

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

3 Earth work for embankment including breaking clods, dressing with 2773.00 Cum 172.87

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 282.00 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

6 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 179.00 Cum 961.52

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. 75mm thick

compacted.

7 Providing and laying compacted of specified murrum in side 720.00 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 2637.00 M.T. 2003.84

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 2901.00 M.T. 2644.18

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 80 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 10 959.00 M.T. 2911.83

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 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse 179.00 Cum 2830.46

sand : 8 machine crushed stone aggregates 40 mm nominal size)

and curing complete in foundation and plinth.

12 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 75.00 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.

13 Proving and laying cement concrete grade M-40 for C.C. wearing 150.00 Cum 5168.17

coat 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.

14 Providing I.S.I. mark T.M.T. bar Fe-500D reinforcement for R.C.C. 14.30 M.T. 68000.75

work including bending, binding and placing in position complete

upto floor two level.

15 Providing & fixing “FLOOD GUAGE POST ” on causeway / Dip 2.00 No. 2066.08

having “[“ channel size 100 x 50 mm i.e. C.C. 1:2:4 in headwall i.e.

painting & lettering with ordinary paint colour as per instruction of

engineer in charge.

16 Providing & fixing “FLOOD WARNING POST ” on causeway / Dip 2.00 No. 4100.40

having rectangular size (1.20 mtr. x 0.90 mtr.) 20.00 Gauge thick

M.S. Plate & 2.90 mtr. deep double angle 60 x 60 x 6 mm size

including fitting the M.S. Plate in double angle 30 x 30 x 6 mm size

painting & lettering with ordinary paint colour as per instruction of

engineer in charge. (fixing in C.C. 1:2:4)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

17 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 V.R.)

18 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.

19 Providing and fixing Guard stone as per I.R.C. type design 460.00 No. 98.63

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

20 Direction sign (Junction board) :- Providing and fixing sign boards 1.00 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

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)

21 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

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

22 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

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

cms 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

23 Hazard Marker Sign :- Providing and fixing sign board made out of 16.00 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 35 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 (VR).

24 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).

25 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

26 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 13635 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 19 +/-

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.

27 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).

28 Diversion of water course, providing cofferdam and bund or island 2.00 L.S. 5050.00

as may be necessary for foundation and maintaining the same for

the until completion of foundation structure as may be necessary.

(B) Diversion by cofferdam / island.

29 Excavation for foundation up to 1.50 mt. depth including sorting out 1033.80 Cum 164.76

and stacking of useful material and disposing off the excavated

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

30 Excavation for foundation upto 1.50 mt. depth including sorting out 73.00 Cum 264.82

and stacking of useful materials and disposing the excavated stuff

for all lead and lift for Soft Rock not requiring blasting.

31 Providing and filling in foundation with ordinary cement concrete M- 527.00 Cum 3227.94

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

32 Providing and casting in situ ordinary cement concrete M-150 mix 1213.00 Cum 3132.17

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

33 Supplying and fixing ISI reinforced concrete heavy duty non- 105.00 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.

34 Supplying and fixing ISI reinforced concrete heavy duty non- 225.00 Rmt. 6595.90

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 NP4 of following

internal diameter. (v) 1200 mm dia.

35 White washing with lime on wall surface (two coats) to give an 314.00 Sq.m. 12.09

even shade including thoroughly brooming the surface to removed

all dirt, dust mortar drops and other foreign matter.

36 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 8.00 No. 279.69

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

letters etc. complete.

37 Providing and maintaining a road diversion for traffic during the 6.00 No. 2020.00

work in progress till completion of work including providing red

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

38 Filling available excavated earth (excluding rock) in trenches, 119.00 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.

39 Providing and casting in situ ordinary cement concrete M-150 mix 63.00 Cum 3715.74

for average 75mm thick wearing coat laid as directed including

temping, vibrating, finishing, curing and filling in joints with bitumen

40 Providing and fixing in position I.S.I. mark Fe-500D (T.M.T.) bar 4.40 M.T. 59522.82

reinforcement including cutting, bending and tying complete as per

detailed drawing. (A) R.C.C. kerb (B) R.C.C. footpath (C) R.C.C.

Approach slab (D) Wearing coat.

41 Sign board per Square Meter :- Providing and fixing sign boards 8.00 Sq.m. 7615.38

made out of 2mm aluminium sheet size 1 meter x 1 meter as per

design given by the Engineer in charge. 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, 3.1 mtr long

(2 Nos.) stand post and frame may be fabricated either from

suitable size iron angle of 35 x 35 x 3mm, 50 x 50 x 5mm & 75 x

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

cms. for each leg including excavation, curing etc. complete under

the supervision of engineer in charge. (A) Engineer grade (VR).

42 Dismentaling the existing structure including removing and stacking 150.00 Cum 886.05

the dismentelled materials as and where directed. (A) R.C.C. work.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

43 Dismentaling the existing structure including removing and stacking 107.00 Cum 389.74

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

TOTAL Rs.

i.e. Rs. Two Crore Seventy Three lacs Twenty Eight thousand Five and Thirty Six 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.

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. 54630.00 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,

Nakhtrana 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 20586.77 Rs. Twenty Thousand, Five Hundred

Eighty Six and Seventy Seven Paise Only

2 Second Year Km. 9.60 30880.16 Rs. Thirty Thousand, Eight Hundred Eighty

and Sixteen Paise Only

3 Third Year Km. 9.60 41173.55 Rs. Forty One Thousand, One Hundred

Seventy Three and Fifty Five Paise Only

4 Fourth Year Km. 9.60 51466.93 Rs. Fifty One Thousand, Four Hundred

Sixty Six and Ninety Three Paise Only

5 Fifth Year Km. 9.60 61760.32 Rs. Sixty One Thousand, Seven Hundred

Sixty and Thirty Two Paise Only

Total Rs.

i.e. Nineteen lacs Seventy Six thousand Three hundred Thirty and Twenty Seven 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

Nakhtrana Bhuj-Kachchh