Resurfacing & Strengthening of Various Roads of Taluka Abdasa in District Bhuj-Kachchh under MMGSY Program-2025-2026 (Normal) (Total 2 Roads, Length 13.50 Km.)(Package No. 25)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 5.40 Hect. 28455.09

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 3240.00 Cum 109.24

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 11369.00 Cum 180.87

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 3297.00 Cum 22.96

including filling in depressions which occur during the process.

5 Box cutting the road surface to proper slope and camber for 1355.00 Cum 109.24

making a base for road work including removing the excavated

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

6 Construction of compacted granular sub base (Grade-I, Crushed 331.00 Cum 1196.96

B.T. materials of 53 mm to 26.5 mm @ 35%, 26.5 mm to 4.75 mm

@ 45%, Below 2.36 mm @ 20%) by providing close graded

material, mixing in a mechanical mix plant at OMC, carriage of a

mix material to work site, spreading uniform layers with motor

grader on prepared surface and compacting with vibratory power

roller to achieve desire density, complete clause as per

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 838.00 Cum 1397.74

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.

8 Providing and laying compacted of specified murrum in side 2700.00 Cum 393.90

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

9 Providing and laying bituminous grout 37.5mm compacted thick 2334.00 M.T. 2187.41

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.

10 Providing and laying 37.50 mm thick compacted B.M. using stone 2567.00 M.T. 2776.64

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.

11 Providing and laying bituminous seal coat with stone chips 6 to 10 849.00 M.T. 2989.71

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.

12 Providing and filling in foundation with ordinary cement concrete M- 329.00 Cum 3327.08

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

13 Proving and laying cement concrete grade M-20 for C.C. road and 418.00 Cum 5189.38

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 and fixing in position I.S.I. mark Fe-550D T.M.T. bar 8.00 M.T. 73243.02

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.

15 Proving and laying cement concrete grade M-20 for C.C. road and 63.00 Cum 4107.67

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

16 Providing & fixing “FLOOD GUAGE POST” on causeway / Dip 2.00 No. 2084.05

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.

17 Providing & fixing “FLOOD WARNING POST” on causeway / Dip 2.00 No. 4133.22

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)

18 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 14.00 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

19 Providing and fixing Hectometer stone as per I.R.C. type design 54.00 No. 116.08

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

20 Providing and fixing Guard stone as per I.R.C. type design 366.00 No. 103.56

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

21 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

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)

22 Regulatory / Mandatory signs : Providing and fixing sign boards 5.00 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

23 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

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).

24 Hazard Marker Sign :- Providing and fixing sign board made out of 12.00 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

25 STOP SIGN :- Providing and fixing sing boards made out of 2mm 6.00 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).

26 Road marking with hot applied thermoplastic paints with 4050.00 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

27 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 1501.00 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 +/-

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.

28 Cautionary Warning Sign :- Providing and fixing sign board made 30.00 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).

29 Excavation for foundation up to 1.50 mt. depth including sorting out 324.00 Cum 244.70

and stacking of useful material and disposing off the excavated

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

30 Providing and casting in situ ordinary cement concrete M-150 mix 473.00 Cum 3888.76

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.

31 Supplying and fixing ISI reinforced concrete heavy duty non- 15.00 Meter 5560.01

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.

32 White washing with lime on wall surface (two coats) to give an 41.00 Sq.m. 12.70

even shade including thoroughly brooming the surface to removed

all dirt, dust mortar drops and other foreign matter.

33 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.

34 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 2.78 M.T. 73858.69

reinforcement including cutting, bending and tying complete as per

detailed drawing (A) Piers (B) Abutments (C) R.C.C. returns.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

35 Providing and laying filter media 600 mm thick as directed at the 813.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

36 Providing and filling sand behind abutments and between side 224.00 Cum 504.42

walls of box returns in layers as directed.

37 Excavation for foundation in sand, gravel, clay soft soils and 682.00 Cum 511.11

murrum etc. including shoring and strutting and dewatering as

necessary and disposing of the excavated stuff as directed. (A)

Depth up to 3.0 mt.

38 Excavation for foundation in hard murrum and boulders and very 457.00 Cum 611.32

stiff or sticky, clays and other similar strata including shoring and

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

39 Excavation in large boulders and soft rock by welding including 602.00 Cum 716.55

shoring and strutting and dewatering as necessary and disposing

of the excavated stuff as directed.

40 Diversion of water course, providing cofferdam and bund or island 2.00 No. 3030.00

as may be necessary for foundation and maintaining the same for

the period as may be necessary. (B) Diversion by cofferdam /

41 Providing and fixing dowel bars of minimum 32mm dia. for 116.00 Rmt. 450.07

anchoring drilling holes in foundation strata including necessary

bending, hooking of dowel bars and grouting the holes complete

as per detailed drawing and as directed.

42 Providing and filling in foundation with ordinary cement concrete M- 72.00 Cum 3697.13

150 mix and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing complete.

43 Providing and casting in situ controlled cement concrete M-20 mix 668.00 Cum 4552.99

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete with V-

44 Providing and filling trenches including Labour charges - excavator 26.00 Cum 3639.18

in rocky strata with ordinary cement concrete M-150.

45 Providing and casting in situ controlled cement concrete M-20 mix 845.00 Cum 5160.23

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete with V-

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

46 Providing and casting in situ controlled cement concrete M-20 mix 9.60 Cum 5482.55

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete with V-

grooves. (B) Height from 5.0 M. to 10.0 M.

47 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 13.90 M.T. 83711.26

reinforcement including providing fusion epoxy coating not less

than 175 micron thickness and upto 300 micron to reinforcement

bars as per IS-13620-1993/ASTM-775 M including testing of

coating at plant and all taxes and transporting to the site from

factory, cutting, bending and tying complete as per detailed

drawing and specification for various structural components.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

48 Providing and casting in situ controlled cement concrete M-250 for 16.00 Cum 5345.73

R.C.C. work in pier cap, abutment cap and dirt wall including

controlled cement concrete M-300 bed block or pedestals of

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding wherever necessary laying, vibrating, curing

and finishing complete.

49 Providing and fixing in position tar paper bearings as per detailed 1.00 Lump 2525.00

design and drawings and specifications etc.complete

50 Providing & laying weep hole in abutments and returns by using 468.00 No. 86.70

P.V.C. pipe of 100mm dia. including laying in proper grade and

jointing the completed as per detailed specification.

51 Providing and casting in situ controlled cement concrete M-300 for 72.00 Cum 5555.30

R.C.C. solid slab including centering, scaffolding, curing and

finishing complete.

52 Providing pre-moulded asphalt filler joints as per drawings. (A) 9.00 Sq.m. 703.53

53 Providing and casting in situ controlled cement concrete M-400 for 8.40 Cum 5444.89

average 100 mm thick wearing coat laid as directed including

tempering, vibrating, finishing, curing and filling in joints with

bituminous complete.

54 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 6.00 No. 341.29

cap or abutments caps for anchorage in fixed end as per detailed

drawings including cutting, bending and welding complete.

55 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 6.00 No. 399.70

cap for anchorage in free end as per detailed drawings including

cutting, bending and welding complete.

56 Reinforced Cement Concrete Crash Barrier (Provision of an 34.00 Rmt. 8289.07

Reinforced cement concrete crash barrier at the edges of the road,

approaches to bridge structures and medians, constructed with M-

40 grade concrete with TMT reinforcement Fe-550 (D) conforming

to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion

joints filled with pre-moulded asphalt filler board, keyed to the

structure on which it is built and installed as per design given in the

enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated

24 June 1994 as per dimensions in the approved drawing and at

locations with necessary priming coat and 3 coat of painting

complete with yellow and black patta as directed by the Engineer

in charge, all as specified)

57 Providing P.V.C. 100mm diameter water spouts including 8.00 No. 159.37

necessary iron gratings as per drawings.

58 Providing and casting in situ controlled cement concrete M-300 for 23.00 Cum 5461.65

approach slab including form work, curing and finishing complete.

59 Filling available excavated earth (excluding rock) in trenches, 270.00 Cum 136.92

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

depth consolidating each deposited layer by ramming and watering

etc. complete.

60 Providing & laying weep hole in abutments and returns by using 345.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

61 Dismentaling the existing structure including removing and 63.00 Cum 930.35

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

R.C.C. work.

62 Dismentaling the existing structure including removing and 18.00 Cum 409.22

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

Rubble masonary.

63 Providing the diversion by proper means i.e. in proper grade, 50.00 Rmt. 872.30

camber and approach etc. for easy passing of traffic including

providing necessary sign board, making etc. and maintaining the

same during the period of work up to completion of work.

TOTAL Rs.

i.e. Rs. Four Crore Twelve lacs Twelve thousand One hundred Three and Eighty Four 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. Credit for Diversion and dismantalled materials of amount of Rs. 51,050.50 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