Construction of Javaharanagar Approch Road Km 0/00 to 0/70 Ta:Bhuj Dist:Kutch under MMGSY Year-2025-26

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 0.30 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 in all sorts of soil and soft murrum including 5425.00 Cum 37.93

conveying and putting the stuff in spoil bank maintaining minimum

distance of five meter between top edge and cutting and toe of

spoil bank. (A) Hard Murrum

3 Rolling and watering of earthwork in layers with power roller 5425.00 Cum 22.96

including filling in depressions which occur during the process.

4 Providing and laying 150 mm thick Granular Sub Base by providing 615.00 Cum 1272.10

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

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

@ 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 O.M.C. with vibratory roller including cost of

material, labour etc. complete.

5 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm 435.00 Cum 1782.65

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. 100mm thick compacted.

6 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm 424.00 Cum 1613.98

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 140.00 Cum 392.89

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 222.00 Cum 3016.87

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 244.00 Cum 4059.19

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 Bitminous Seal coat With stone chips 6 to 10 81.00 Cum 4532.88

mm size 0.18 Cum/10 sqmt i.e Using 0.66 cmt Agg per M.T Mix

Using asphalt V.G -: 30 @ of 4.50% of mix incl heating the asphalt

and agg By continous batching drum mix plant and paver finisher

and consolidating by vibratory roller incl providing equipment. tools.

plant, firewood, oil. kerosene, labour charge etc, using the

constractors own machinary and plant(RA)

11 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 220.00 Cum 4873.25

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 and fixing in position FE 500D TMT bar reinforcement 8.58 M.T. 74673.55

including cutting, bending and tying complete as per detailed

drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C.

Approach slab.(D) Wearing Coat.

13 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 1.00 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.)

14 Providing and fixing Hectometer stone as per I.R.C. type design 3.00 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 73.00 No. 103.56

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

16 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)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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

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 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).

19 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

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).

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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

21 Road marking with hot applied thermoplastic paints with 210.00 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 78.00 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.

23 Cautionary Warning Sign :- Providing and fixing sign board made 14.00 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Type - A, "W" : Metal Beam Crash BarrierProviding and erecting a 50.00 rmt 2996.67

"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

x 5 mm, 330 mm long complete as per clause 810 including

necessary excavation of Post, providing Levelling course M-10

(Size 0.65x0.65x0.10 m) & foundation concrete in M-200 (Size

0.5x0.5x0.15 + 0.3x0.3x0.70) as per requirement and instruction

from engineer in charge.

25 MMGSY"LOGO"Board: Providing and fixing of MMGSY LOGO 1.00 No. 6256.35

informatory sign board with Logo as per section 1700 of MORD

specifications and drawing. The board will be a composite unit

consisting of Two Plates of ACM (Aluminum Composite Material),

specifications as per clause 17001.3. The top most plate will be of

3mm ACP in diamond shape of 600x600 mm size, riveted with MS

angle iron frame of 25mmx25mmx5mm size on back on edges. The

Lower plate will be of 4mm ACPof 1100x300mm size riveted with

MS angle iron frame of 25mmx25mmx5mm size on back on

edges.Riveting of all the sheets over angle and flat iron frame will

be done neatly to have plain surface on one side. The angle iron

frame of Both the plates will be welded to a 75mmx75mmx6mm

Mild steel post at Centre and this post will be embeded in cement

concrete M15 grade block of 450x450x600mm below ground level.

The height of the bottom of the lower plate will be 1200mm from

normal ground level. The spacing between the diamond shaped

plate and Lower Plate is kept 150mm.MMGSY Logo, letters and

numerals on the ACM should be made up of Retro

Reflectivesheeting of Type-1 AEGP Class-A grade as per the latest

MORD section 1700 and IRC67-2012 specifications. All the section

of the frame and posts shall be painted with primer and two coats of

epoxy paint. The design, painting and lettering shall be done as per

the MMGSY Logo sign design and as directed by Engineer-in-

charge. A warranty for 5 years for the Retro reflective for Type-1

Class-A from original manufacture shall be submiteed by

contractor.

26 Excavation for foundation up to 1.50 mt. depth including sorting out 594.00 Cum 237.55

and stacking of useful material and disposing off the excavated

stuff up to 50 meter lead. (B) Dence or hard soil.

27 Providing and filling in foundation with ordinary cement concrete M- 279.00 Cum 3327.08

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

28 Providing and casting in situ ordinary cement concrete M-150 mix 898.00 Cum 3903.13

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 Supplying and fixing ISI reinforced concrete heavy duty non- 45.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

30 White washing with lime on wall surface (two coats) to give an even 145.00 Sq.m. 12.70

shade including thoroughly brooming the surface to removed all

dirt, dust mortar drops and other foreign matter.

31 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 3.00 No. 279.69

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

letters etc. complete.

32 Providing and maintaining a road diversion for traffic during the 3.00 No. 2020.00

work in progress till completion of work including providing red

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

33 Filling available excavated earth (excluding rock) in trenches, plinth, 418.00 Cum 136.92

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

consolidating each deposited layer by ramming and watering etc.

34 Providing & laying weep hole in abutments and returns by using 616.00 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 616.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

TOTAL Rs.

i.e. Rs. One Crore Twenty Five lacs Thirty Five Thousand Six hundred Ninety Five and Sixty One 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,

Bhuj Bhuj-Kutch Bhuj-Kutch