Construction of Box Culvert on Bidda Village Bhabhutia Vadi School at Ch. 1/54 Ta. Mandvi Dist. Bhuj-Kuchchh under MMGSY Programme Year 2025-26 (SCSP)(2nd attempt)

No. figures Amount

1 Excavation for foundation in hard murrum and boulders and very stiff or 489.00 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 93.00 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 R.C.C. 87.00 Cum 3737.14

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 4659.13

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 4379.36

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 372.00 Cum 3903.42

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 4905.57

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 5657.01

average 100 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. 73858.70

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. 86.70

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 244.50 Sq.m. 1239.35

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. 703.53

13 Providing of an reinforced cement concrete crash barrier at the edges of 52.00 Rmt. 8555.71

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 Clearing and grubbing of road length including up rooting wild vegetation, 0.10 Hect. 28455.09

grass, bush shrubs, saplings and trees of girth up to 300 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 jungle.

17 Earth work for embankment including breaking clods, dressing with all 200.00 Cum 180.87

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

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

18 Providing and laying 150 mm thick Granular Sub Base by providing 68.00 Cum 833.35

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.

19 Providing and laying compacted of specified murrum in side shoulder 20.00 Cum 392.89

including carriage of material and spreading on prepared base including

compacting as per MOST specification etc. complete.

20 Providing and filling in foundation with ordinary cement concrete M-100 50.00 Cum 3327.08

mix and providing necessary vertical pin headers including form work,

vibrating, ramming and curing complete.

21 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 sand : 3 75.00 Cum 4873.25

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 fixing in position I.S.I. mark Fe-500D T.M.T. bar 1.20 M.T. 73243.02

reinforcement 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.

23 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.)

24 Providing and fixing Guard stone as per I.R.C. type design including 25.00 No. 103.56

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

25 Direction sign (Junction board) :- Providing and fixing sign boards made 1.00 No. 14831.71

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

26 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)

27 Village name/ Bump Ahead sign :- Providing and fixing sign board made 2.00 No. 5045.36

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 50 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 60 cms for each

leg including excavation, curing etc. complete under the supervision of

Engineer-in-charge (A) Engineer grade (VR).

28 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).

29 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

30 Road marking with hot applied thermoplastic paints with reflectorising 30.00 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.

31 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks Raised 12.00 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.

32 Cautionary Warning Sign :- Providing and fixing sign board made out of 2.00 No. 3808.66

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

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

x 45 x 60 cms for each leg, including excavation curing etc. complete

under the supervision of Engineer-in-charge. (A) Engineer grade (VR).

33 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" 35.00 Rmt. 2996.67

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,

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

x 0.15 + 0.3 x 0.3 x 0.70) as per requirement and instruction from

Engineer in charge.

34 Dismentaling the existing structure including removing and stacking the 32.00 Cum 930.35

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

35 Dismentaling the existing structure including removing and stacking the 81.00 Cum 409.22

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

36 Excavation for foundation up to 1.50 mt. depth including sorting out and 132.00 Cum 253.88

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

lead and lift for all sorts of soil.

37 Providing and fixing in position I.S.I. mark Fe-550-D (T.M.T.) bar 1.05 M.T. 84021.31

reinforcement including providing fusion bonded epoxy coating not less

than 175 micron thickness and up to 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 drawings. (A) R.C.C. Kerb. (B) R.C.C.

Footpath.(C) R.C.C. Approach slab.(D) Wearing Coat.

38 Filling available excavated earth (excluding rock) in trenches, plinth, 132.00 Cum 136.92

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

consolidating each deposited layer by ramming and watering etc.

39 Providing & laying weep hole in abutments and returns by using P.V.C. 131.00 No. 186.08

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

jointing the completed as per detailed specification.

40 Providing the diversion by proper means i.e. in proper grade, camber and 100.00 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. Sixty Six lacs Ninety Eight thousand Three hundred Fourty Six and Sixty 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. 1,13,375.20 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,

Mandvi Bhuj-Kuchchh Bhuj-Kuchchh