Construction of Box Culvert on Lala Budia Road at Ch. 1/50 Ta. Abdasa Dist. Bhuj-Kuchchh under MMGSY Programme Year 2023-24 (Structure)(2nd attempt)

No. figures Amount

1 Excavation for foundation in hard murrum and boulders and very stiff or 493.00 Cum 582.22

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 89.00 Cum 3598.63

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 R.C.C. 86.00 Cum 3636.74

Raft and cut-off walls including necessary shuttering laying, vibrating,

ramming and curing complete.

4 Providing and casting in situ controlled cement concrete M-250 for 59.00 Cum 4549.04

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-250 mix and 67.00 Cum 4277.35

providing necessary pin headers including shuttering, scaffolding, laying

vibrating, curing and finishing etc. complete without grooves (Height

from 0.0 to 5.0 mt.}

6 Providing and casting in situ ordinary cement concrete M-150 mix and 364.00 Cum 3658.22

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating and finishing concrete without v-grooves (A) 0.0 to 5.0 mt.

7 Providing and casting in situ controlled cement concrete M-250 for 41.00 Cum 5593.38

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

8 Providing and casting in situ controlled cement concrete M-250 for 11.00 Cum 5229.78

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

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

9 Providing and placing in position I.S.I. mark Fe-550D T.M.T. bar 13.00 M.T. 73217.53

reinforcement including cutting, bending, hooking and tying complete as

per detailed drawings for the following. (A) Piers (B) Abutments (C)

R.C.C. Returns.

10 Providing and laying weep hole in abutmemt and returning by using A.C. 147.00 No. 82.57

pipes of 100mm diameter including laying in proper grade and joining

etc. complete as per detailed specifications.

11 Providing and laying filter media 600mm thick as directed at the back of 217.40 Sq.m. 1180.34

abutments and returns and wing walls as per detailed specifications.

12 Providing pre-moulded asphalt filler joints as per drawings. (A) 12mm 9.00 Sq.m. 702.13

13 Providing of an reinforced cement concrete crash barrier at the edges of 51.00 Rmt. 4285.43

the bridge, approached to bridge structure, constructed with M-250

grade concrete with Fe 550 D reinforcement conforming to IS 1786 with

asphalt filler joint at every 10 meter and painting on concrete surface

15cm yellow and black alternate as per detailed drawing and engineer in

14 Earth work for embankment including breaking clods, dressing with all 116.00 Cum 172.87

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

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

15 Construction of compacted granular sub base (Grade-I, Crushed B T 47.00 Cum 806.99

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

16 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size 30.00 Cum 1318.05

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

17 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size 45.00 Cum 1089.79

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. 75 mm thick compacted

18 Providing and laying compacted of specified murrum in side shoulder 8.00 Cum 379.76

including carriage of material and spreading on prepared base including

compacting as per MOST specification etc. complete.

19 Providing and laying bituminous grout base course 37.50 mm 23.00 M.T. 1937.18

compacted thi. using B.T. stone aggregates as per required gradation

with the asphalt VG-30 grade for tack coat 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 incl. heating and mixing in drum mix plant transporting

the mix, spreading the same by pavers finisher and consolidation as per

MORTH specification incl. cost of all materials fuels, labors, tools and

plant etc. using contractors own drum mix plant etc. complete.

20 Providing and laying 37.50 mm thick compacted B.M. using stone chips 25.00 M.T. 2433.09

0.66 Cum / 1 M. Ton mix as per gradation with tack with emulsion RS-I

grade for 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.

21 Providing and laying Bituminous Seal coat with stone chips 6 to 10 mm 9.00 M.T. 2635.09

size 0.18 Cum/10 sqmt 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 charge etc. using the contractors

own machinery and plant.

22 Providing and fixing Guard stone as per I.R.C. type design including 25.00 No. 98.63

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

23 Regulatory / Mandatory signs : Providing and fixing sign boards made 2.00 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 Hazard Marker Sign :- Providing and fixing sign board made out of 2mm 4.00 No. 2423.74

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).

25 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).

26 Road marking with hot applied thermoplastic paints with reflectorising 12.00 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.

27 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks Raised 5.00 No. 326.23

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

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 Dismentaling the existing structure including removing and stacking the 51.00 Cum 886.05

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

29 Dismentaling the existing structure including removing and stacking the 159.00 Cum 389.74

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

30 Excavation for foundation up to 1.50 mt. depth including sorting out and 58.00 Cum 241.79

stacking of useful material and disposing off the excavated stuff within all

lead and lift for all sorts of soil.

31 Providing and filling in foundation with ordinary cement concrete M-100 9.00 Cum 3227.94

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

32 Providing I.S.I. mark Fe-550D T.M.T. bar reinforcement for R.C.C. work 0.52 M.T. 76214.60

including bending, binding and placing in position complete upto floor

two level.

33 Filling available excavated earth (excluding rock) in trenches, plinth, 58.00 Cum 130.39

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

consolidating each deposited layer by ramming and watering etc.

34 Providing & laying weep hole in abutments and returns by using P.V.C. 71.00 No. 186.08

10 Kg/Sqcm pipe of 110mm dia. including laying in proper grade and

jointing the completed as per detailed specification.

TOTAL Rs.

i.e. Rs. Fifty lacs Sixty Two thousand Seven hundred Eighteen and Thirty Two 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 dismantalled materials of amount of Rs. 29610.00 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,

Abdasa Bhuj-Kuchchh Bhuj-Kuchchh