Construction of Box Culvert on Budharmora Desalpar Amarsar Ner Road at Ch. 4/10 Ta. Bhachau Dist. Bhuj-Kuchchh under MMGSY Programme Year 2023-24 (Structure)

No. figures Amount

1 Excavation for foundation in hard murrum and boulders and very stiff or 489.00 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 directed. and filling in foundation with ordinary cement concrete M-150

Providing 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. 87.00 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 73.00 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 73.00 Cum 4277.35

providing necessary pin headers including shuttering, scaffolding, laying

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

6 Providing and casting in situ ordinary cement concrete M-150 mix and 209.00 Cum 3801.64

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 50.00 Cum 5593.38

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

8 Providing and casting in situ controlled cement concrete M-400 for 17.00 Cum 5546.92

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 15.00 M.T. 74429.53

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. 114.00 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 114.00 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 52.00 Rmt. 4440.97

the bridge, approached to bridge structure, constructed with M-450 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 Providing fusion bonded epoxy coating not less than 175 micron 9.00 M.T. 10162.62

thickness and up to 300 micron to reinforcement bars as per IS-13620-

1993/ATM-775M including testing of coating at plant and all taxes (A)

10mm to 16mm dia. bar.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

15 Providing fusion bonded epoxy coating not less than 175 micron 6.00 M.T. 7296.24

thickness and up to 300 micron to reinforcement bars as per IS-13620-

1993/ATM-775M including testing of coating at plant and all taxes (B)

20mm to 32mm dia. bar.

16 Earth work for embankment including breaking clods, dressing with all 217.00 Cum 172.87

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

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

17 Rolling and watering of earthwork in layers with power roller including 416.00 Cum 22.48

filling in depressions which occur during the process.

18 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

19 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.

20 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 23.00 Cum 2830.46

machine crushed stone aggregates 40 mm nominal size) and curing

complete in foundation and plinth.

21 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 sand : 3 60.00 Cum 4744.98

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.

22 Providing and placing in position I.S.I. mark Fe-500D T.M.T. bar 1.00 M.T. 76214.60

reinforcement for following items including cutting, bending, hooking and

tying etc. complete as per detailed drawing & specification for the

following.

23 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.

24 Regulatory / Mandatory signs : Providing and fixing sign boards made out 2.00 No. 3439.81

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

25 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).

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

27 supervision

Road marking of Engineer

with hot inapplied

charge.thermoplastic

(A) Engineer grade

paints (VR).

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.

28 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.

29 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.

30 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

31 Providing the diversion by proper means i.e. in proper grade, camber and 50.00 Rmt. 1378.36

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. Fifty One lacs Five thousand Eight hundred Seventy Two and Twenty Five 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 70% diversion and dismantalled materials of amount of Rs. 77,852.60 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,

Bhachau Bhuj-Kuchchh Bhuj-Kuchchh