Construction of Box culverts on different chainages of various roads of Mundra & Mandvi Taluka Dist. Bhuj-Kuchchh (Package No. :- KCH/MMGSY/Normal/2025-26) (1) Panchotia to Janakpur Road at Ch. 0/300 (2) Luni Radha Road at Ch. 0/900.

No. figures Amount

1 Excavation for foundation in hard murrum and boulders and very stiff or 4089.00 Cum 611.33

sticky, clays and other similar strata including shoring and strutting and

dewatering as necessary and disposing of the excavated stuff as

2 Providing and filling in foundation with ordinary cement concrete M-150 726.00 Cum 3697.61

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

3 Providing and casting in situ ordinary cement concrete M-150 for 713.00 Cum 3737.14

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

4 Providing and casting in situ controlled cement concrete M-300 for 1072.00 Cum 4817.70

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

5 Providing and casting in situ controlled cement concrete M-300 mix and 766.00 Cum 4537.93

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.

6 Providing and casting in situ ordinary cement concrete M-200 mix and 1169.00 Cum 4273.31

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.

7 Providing and casting in situ controlled cement concrete M-300 for 650.00 Cum 5894.36

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

8 Providing and casting in situ controlled cement concrete M-400 mix for 137.00 Cum 5709.53

average 100mm thick wearing coat laid as directed including temping,

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

9 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 198.85 M.T. 84009.40

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.

10 Providing & laying weep hole in abutments and returns by using A.C. 372.00 No. 86.70

pipe of 100mm dia. including laying in proper grade and jointing the

completed as per detailed specification.

11 Providing and laying filter media 600 mm thick as directed at the back 904.00 Sq.m. 1239.35

of abutments and returns and wing walls as per detailed specifications.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

12 Providing premoulded asphalt filler joint as per drawing (A) 12mm thick 54.00 Sq.m. 703.53

13 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced 428.00 Rmt. 8289.07

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-550D 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 white & black patta as directed by the

Engineer, all as specified.

14 Clearing and grubbing of road length including up rooting wild 0.30 Hect. 28455.09

vegetation, grass, bush shurbs, saplings and trees of girth up to

mm removal of stumps, of such trees cut earlier and disposal of

unserviceable material and stacking of serviceable material, Clause-

201.1 (area of light density) by mechanical means in area of light

15 Earth work for embankment including breaking clods, dressing with all 906.00 Cum 180.87

lead and lift (including watering and consolidation) (C) from borrow area

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

16 Rolling and watering of earthwork in layers with power roller including 340.00 Cum 22.96

filling in depressions which occur during the process.

17 Earthwork in cutting in all sorts of soil and soft murrum including 10.00 Cum 109.24

conveying and putting the stuff in spoil maintaining minimum distance

of five meter between top edge and cutting and toe of spoil bank.

18 Construction of compacted Granular sub base (Grade-I, Crushed B.T. 351.00 Cum 894.52

materials 53mm to 26.5mm size @ 35%, 26.5mm to 4.75mm 45% and

below 2.36mm @ 20%) by providing close graded material, mixing in a

mechanical mix plant at OMC, carriage of mix material to work site,

spreading in uniform layers with motor grader on prepared surface and

compacting with vibratory power roller to achieve desired density,

complete clause as per

19 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm 338.00 Cum 1283.65

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. 100 mm thick compacted.

20 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm 207.00 Cum 1028.30

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.

21 Providing and laying compacted of specified murrum in side shoulder 50.00 Cum 392.89

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

22 Providing and laying bituminous grout base course 37.5mm compacted 113.00 M.T. 3075.45

thick 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.

23 Providing and laying 37.50 mm thick compacted B.M. using stone chips 124.00 M.T. 3988.49

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.

24 Providing and laying bituminous seal coat with stone chips 6 to 10 mm 41.00 M.T. 4495.51

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.

25 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 113.00 Cum 2927.47

8 hand broken stone aggregates 40 mm nominal size) and curing

complete excluding cost of form work in foundation and plinth.

26 Proving and laying cement concrete grade M-20 for C.C. road and 300.00 Cum 4873.25

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.

27 Providing and placing in position I.S.I. mark Fe-550D T.M.T. bar 4.70 M.T. 73858.69

reinforcement for following items including cutting, bending, hooking

and tying etc. complete as per detailed drawing for well :- curb, staining,

cap and RCC raft.

28 Providing and fixing Guard stone as per I.R.C. type design including 50.00 No. 103.56

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

29 Regulatory / Mandatory signs : Providing and fixing sign boards made 4.00 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)

30 Hazard Marker Sign :- Providing and fixing sign board made out of 8.00 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).

31 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 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).

32 Road marking with hot applied thermoplastic paints with reflectorising 90.00 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

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

33 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 35.00 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,

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.

34 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 5.00 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 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.

35 Dismentaling the existing structure including removing and stacking the 169.00 Cum 930.35

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

36 Dismentaling the existing structure including removing and stacking the 529.00 Cum 409.22

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

37 Excavation for foundation up to 1.50 mt. depth including sorting out and 424.00 Cum 253.88

stacking of useful material and disposing off the excavated stuff within

all lead and lift for all sorts of soil.

38 Providing and filling in foundation with ordinary cement concrete M-100 64.00 Cum 3327.08

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

39 Providing and casting in situ ordinary cement concrete M-150 mix and 673.00 Cum 3327.08

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.

40 Filling available excavated earth (excluding rock) in trenches, plinth, 424.00 Cum 136.92

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

consolidating each deposited layer by ramming and watering etc.

41 Providing & laying weep hole in abutments and returns by using P.V.C. 532.00 No. 186.08

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

42 Providing the diversion by proper means i.e. in proper grade, camber 500.00 Rmt. 811.08

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. Five Crore Fifty Four lacs Eighty Two thousand Five hundred Sixty and Nine 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. 9,67,486.60 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,

Mundra Bhuj-Kachchh Bhuj-Kachchh