Construction of Box Culvert, Pipe Culvert & R.C.C. Drain on Chobari Kadol Road at Ch. 4/50 Ta. Bhachau Dist. Bhuj-Kuchchh

No. figures Amount

1 Excavation for foundation in hard murrum and boulders and very stiff or 259.00 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 71.00 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. 39.00 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-300 for 59.00 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 52.00 Cum 4537.93

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-200 mix and 405.00 Cum 4273.31

providing necessary pin headers including shuttering, scaffolding,

laying, vibrating and finishing concrete without v-grooves (A) 0.0 to

7 Providing and casting in situ controlled cement concrete M-300 for 30.00 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 for 32.00 Cum 5657.01

average 100 mm thick wearing coat laid as directed including

tempering, vibrating, finishing, curing and filling in joints with bituminious

9 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 14.00 M.T. 84021.32

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 for the following (A) Piers (B)

Abutment (C) R.C.C. returns.

10 Providing & laying weep hole in abutments and returns by using P.V.C. 226.00 No. 186.09

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

jointing the completed as per detailed specification.

11 Providing and laying filter media 600mm thick as directed at the back of 226.00 Sq.m. 1239.36

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

13 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced 23.00 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 Excavation for foundation up to 1.50 mt. depth including sorting out and 1031.00 Cum 253.88

stacking of useful material and disposing off the excavated stuff within

all lead and lift for all sorts of soil.

15 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 16.00 Rmt. 1053.39

with collars for culverts including setting and joining the pipes in C.M.

1:2 watering and laying (to level or slope) of I.S. 458 / 1971 Class NP4

of following internal diameters. (i) 300mm dia.

16 Providing and filling in foundation with ordinary cement concrete M-100 287.80 Cum 3327.08

mix and providing necessary vertical pin headers including form work,

vibrating, ramming and curing complete.

17 Filling around the pipes with murrum including dressing, tampering etc. 5.00 Cum 84.69

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

vegetation, grass, bush shrubs, 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 jungle.

19 Rolling and watering of earthwork in layers with power roller including 50.00 Cum 22.96

filling in depressions which occur during the process.

20 Earthwork in cutting in all sorts of soil and soft murrum including 40.00 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.

21 Providing and laying 150 mm thick Granular Sub Base by providing 117.00 Cum 1084.74

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.

22 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size 113.00 Cum 1530.15

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.

23 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size 75.00 Cum 1267.55

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.

24 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

25 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 sand : 57.00 Cum 4873.25

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.

26 Providing I.S.I. mark T.M.T. bar Fe-550D reinforcement for R.C.C. work 1.20 M.T. 77285.20

including bending, binding and placing in position complete upto floor

two level.

27 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.

28 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)

29 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).

30 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

31 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.

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

33 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" 30.00 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

0.5 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 38.00 Cum 930.35

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

35 Dismentaling the existing structure including removing and stacking the 159.00 Cum 409.22

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

36 Providing and casting in situ ordinary cement concrete M-150 mix and 680.00 Cum 3327.08

providing necessary pin headers including shuttering, scaffolding,

laying, vibrating and finishing concrete without v-grooves (A) 0.0 to

37 Providing and fixing in position I.S.I. mark Fe-550-D (T.M.T.) bar 10.20 M.T. 83405.64

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

38 Filling available excavated earth (excluding rock) in trenches, plinth, 1020.00 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 the diversion by proper means i.e. in proper grade, camber 200.00 Rmt. 996.70

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. One Crore Five lacs Seventy Four thousand Nine hundred Twenty Five and Sixty Seven 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. 1,82,348.00 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,

Bhuj Bhuj-Kuchchh Bhuj-Kuchchh