Resurfacing of Bayath Ratadia Sherdi Asbiya Road Km. 0/0 to 33/50 Ta. Mandvi Dist. Bhuj-Kachchh under Kishanpath Yojna-2023-24(3rd attempt)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 13.40 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 8040.00 Cum 248.16

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

meters from the end of cutting with all lead and lift. (A) Hard Murrum.

3 Earth work for embankment including breaking clods, dressing with 22463.00 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 including 8040.00 Cum 22.48

filling in depressions which occur during the process.

5 Box cutting the road surface to proper slope and camber for making a 7036.00 Cum 104.04

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 150mm thick Granular sub base by providing 428.00 Cum 1050.10

coarse graded material grading-II using B.T.M.C. metal crushed

stone aggregate 26.5mm to 4.75mm @ 75% and below 2.36mm @

25% having C.B.R. not less than 25% as per table 400-2 of MORTH

gradation including levelling the material at site of work, mixing and

spreading into grade and camber watering and consolidation at OMC

with vibratory roller including cost of material, labour etc. complete.

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm 4675.00 Cum 1613.98

size including 0.27 Cu.M. stone screening & 0.08 Cu.M. stone dust as

filler including spreading, watering & consolidation by vibratory roller

80KN to 100KN static weight. 100 mm thick compacted.

8 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm 3050.00 Cum 1360.47

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.

9 Providing and laying compacted of specified murrum in side shoulder 6700.00 Cum 379.76

including carriage of material and spreading on prepared base

including compacting as per MOST specification etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying bituminous grout 37.5mm compacted thick using 7672.00 M.T. 2414.91

B.T. stone aggregates as per required gradation with the asphalt VG-

30 grade for 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.

11 Providing and laying bituminous grout 37.5mm compacted thick using 1774.00 M.T. 2119.99

B.T. stone aggregates as per required gradation with the asphalt VG-

30 grade for tack coat 2.5 Kg/10 Smt 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

12 Providing and laying 50 mm thick compacted B.M. using stone chips 13854.00 M.T. 2763.36

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.

13 Providing and laying 20 mm thick mix seal surface using B.T. chips 5794.00 M.T. 3411.78

as per gradation and 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 consolidating with vibratory roller

including necessary fire wood, oil, lubricants, labour charges etc.

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

completed in accordance with the requirement of specification.

14 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse 2328.00 Cum 2830.46

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

and curing complete in foundation and plinth.

15 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 6956.00 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.

16 Providing I.S.I. mark T.M.T. bar Fe-500D reinforcement for R.C.C. 120.05 M.T. 75419.64

work including bending, binding and placing in position complete upto

floor two level.

17 Providing & fixing “FLOOD GUAGE POST ” on causeway / Dip 18.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

18 Providing & fixing “FLOOD WARNING POST ” on causeway / Dip 18.00 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)

19 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 34.00 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.)

20 Providing and fixing Hectometer stone as per I.R.C. type design 134.00 No. 116.08

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

21 Providing and fixing Guard stone as per I.R.C. type design including 1199.00 No. 98.63

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

22 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 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)

23 Regulatory / Mandatory signs : Providing and fixing sign boards made 134.00 No. 3439.81

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)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 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).

25 Hazard Marker Sign :- Providing and fixing sign board made out of 38.00 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).

26 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).

27 Road marking with hot applied thermoplastic paints with reflectorising 10050.00 Sq.m. 367.72

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

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

28 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 3723.00 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

+/- 5 degree. The strength of detachment of the integrated cylindrical

shanks, (of diameter not less than 19 +/- 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.

29 Cautionary Warning Sign :- Providing and fixing sign board made out 134.00 No. 3808.66

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).

30 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 20.00 Rmt. 2965.36

"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, 330 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.

31 Diversion of water course, providing cofferdam and bund or island as 1.00 L.S. 5050.00

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.

32 Excavation for foundation up to 1.50 mt. depth including sorting out 1554.10 Cum 182.12

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for all sorts of soil.

33 Excavation for foundation upto 1.50 mt. depth including sorting out 51.50 Cum 264.82

and stacking of useful materials and disposing the excavated stuff for

all lead and lift for Soft Rock not requiring blasting.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

34 Providing and filling in foundation with ordinary cement concrete M- 797.00 Cum 3227.94

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

35 Providing and casting in situ ordinary cement concrete M-150 mix 1522.00 Cum 3273.66

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.

36 Supplying and fixing ISI reinforced concrete heavy duty non-pressure 225.00 Rmt. 5530.94

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.

37 White washing with lime on wall surface (two coats) to give an even 682.00 Sq.m. 12.09

shade including thoroughly brooming the surface to removed all dirt,

dust mortar drops and other foreign matter.

38 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 17.00 No. 279.69

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

etc. complete.

39 Providing and maintaining a road diversion for traffic during the work 16.00 No. 2020.00

in progress till completion of work including providing red lamps and

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

40 Supplying and fixing ISI reinforced concrete heavy duty non-pressure 112.50 Rmt. 6595.90

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.

41 Filling available excavated earth (excluding rock) in trenches, plinth, 294.00 Cum 130.39

sides of foundation etc. in layer not exceeding 20 cm in depth

consolidating each deposited layer by ramming and watering etc.

42 Providing and casting in situ ordinary cement concrete M-150 mix for 51.75 Cum 3715.74

average 75mm thick wearing coat laid as directed including temping,

vibrating, finishing, curing and filling in joints with bitumen complete.

43 Providing and fixing in position I.S.I. mark Fe-500D (T.M.T.) bar 3.60 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.

44 Sign board per Square Meter :- Providing and fixing sign boards 4.00 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 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 60 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

45 Dismentaling the existing structure including removing and stacking 4700.00 Cum 886.05

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

46 Dismentaling the existing structure including removing and stacking 286.00 Cum 389.74

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

47 Providing & laying weep hole in abutments and returns by using 230.00 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.

48 Providing and laying filter media 600 mm thick as directed at the back 230.00 Sq.m. 1180.34

of abutments and returns and wing walls as per detailed

specifications.

TOTAL Rs.

i.e. Rs. Seventeen Crore Twenty One lacs Thirty Nine thousand Three hundred Ninety Five and Sixty Six 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.

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. Credit for dismantalled materials of amount of Rs. 10,83,240.00 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,

Mandvi Bhuj-Kutch Bhuj-Kutch