Road work

No. Figure Amount

1 Providing flood gauge marks on sub structure as per design including 6.00 Sq.m. 155.26

painting as per specifications and as may be directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 22.00 Each 219.52

3 Providing and laying filter media 600mm as directed at the back of 238.00 Smt 1180.34

abutments, returns and wing walls as per detailed specifications etc.

4 Providing and filling sand behind abutment & between returns in layers as 339.00 Cum 445.41

4A Providing & fixing in position tar paper bearings as per detailed design 3.00 Job 15150.00

and drawings and specifications etc. complete.

5 Excavation for foundation hard murrum and boulders and very stiff or 677.00 Cum 582.21

sticky clays and other similar strata including sorting and strutting and

dewatering as necessary and disposing of excavated stuff as directed.

6 Providing and filling in foundation with ordinary cement concrete M-15 mix 49.00 Cum 3475.16

and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

7 Diversion of water course, providing cofferdam and bund or island as may 1.00 No. 50500.00

be necessary for foundation and maintaining the same for the for the

period as may be necessary. (B) Diversion by channel (V) Pier Nos.

8 Empty boring through all.sorts of strata for providing 1.20 m. dia. R.C.C. 500.00 Rmt. 2705.87

bored piles to required depth including providing necessary casting pipe

with all plants and equipments as required etc. complete as per

specifications.

9 Providing and casting in situ controlled cement concrete M-35 for R.C.C. 566.00 Cum 4702.00

bored piles of 1.20 M dia. Including ramming, vibrating and finishing

excluding reinforcement complete.

10 Providing and fixing in position steel bar reinforcement of steel bar 102.00 M.T. 73012.07

reinforcement of steel grade I.S.I. mark Fe-550D T.M.T. for R.C.C. bored

piles as per detailed drawing including cutting, hooking, tying, welding and

including forming the cage and lowering it in position complete.

11 Load testing of foundation piles including loading with necessary 2.00 No. 35767.11

kentledge of any other suitable method as per detailed.

12 Performing Integrity Test (low strain) on vertical pile. The item shall 18.00 No. 1212.00

include chipping of weak concrete at the top of pile, leveling, bending of

reinforcing bars, preparation of pile head including testing with pile driving

analyser or approved equivalent. To be carried out at least 15 days after

concreting of piles. A specialist approved Agency shall be employed by

the Contractor for the test. The test shall be carried out as per relevant

ASTM code.The item is including complete testing with approved

apparatus, analysis of results and conclusions including submission of

test reports in three hard copies with soft copy in CD.

13 Providing and casting in situ controlled concrete M-35 for R.C.C. piles cap 240.00 Cum 4903.08

including necessary form work vibrating, curing and finishing complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

14 Providing and fixing in position steel bar reinforcement of steel bar 31.00 M.T. 73217.53

reinforcement of steel grade I.S.I. mark Fe-550D for R.C.C. PILE cap

including cutting, hooking, tying, welding etc. complete as per detailed

drawing and specification.

15 Providing and casting in situ controlled cement concrete M-35 for R.C.C. 76.00 Cum 4612.45

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

ramming and curing complete.

16 Providing Steel liner 6 mm thick for pile including fabricating and setting 9.00 M.T. 47323.73

out as per detailed drawing.

17 Providing and laying weep holes in abutment and returns by using P.V.C. 214.00 No. 82.57

/ A.C. pipes of 100 mm. including laying in proper grade and jointing etc.

completed as per detailed specifications.

18 Providing and casting in situ controlled cement concrete M-35 for R.C.C. 113.130 Cum 5184.77

work in piers, abutments & return wall as per drawing including centering,

shuttering, scaffolding where necessary laying vibrating curing and

finishing complete. (A) Height from 0.0 to 5.0 M.

19 Providing and casting in situ controlled cement concrete M-35 mix for 48.00 Cum 5262.95

R.C.C. work in pier cap, abutment cap and dirt wall including controlled

cement concrete M-40 bed Block or pedestal and seismic arrester of

required drawings, centering, shuttering, scaffolding wherever necessary

laying, vibrating, curing and finishing complete.

20 Providing and fixing in position bar reinforcement of steel grade Fe-550D 21.40 M.T. 73217.53

(T.M.T.) including cutting, bending, hooking, tying, welding etc. complete

as per detailed drawing and specification (A) Abutment cap and dirt wall

(B) Pier cap & R.C.C. Abutment & R.C.C. return.

21 Providing and fixing in position mild steel dowel bars in pier caps or 10.00 Each 339.88

abutments caps for anchorage in fixed end as per detailed drawing

including cutting bending and welding complete.

22 Providing and fixing in position mild steel dowel bars in pier caps for 10.00 Each 396.27

anchorage in free end as per detailed drawing including cutting bending

and welding .

23 Providing and casting in situ controlled cement concrete M-35 for R.C.C. 202.00 Cum 5344.54

solid slab including centering, scaffolding curing and finishing complete.

24 Providing and placing in position I.S.I.mark (T.M.T) Fe-550D steel bar 14.00 M.T. 72601.86

reinforcement including cutting, bending hooking and tying complete as

per detailed drawing for (A) Solid Slab.

25 Providing and casting in situ controlled cement concrete M-40 for average 25.40 Cum 5373.60

100mm thick wearing coat laid as directed including tamping, vibrating,

finishing, curing and filling in joints with bitumen etc. complete.

26 Providing parapet of ordinary cement concrete M-300 as per detailed 81.00 Rmt. 1395.12

drawings with necessary reainforcement including shuttering, laying

vibrating and finishing to line and level complete. (ii) Cast in situ.

27 Providing P.V.C. 100mm dia. water spouts including necessary iron 16.00 No. 159.37

grating as per detailed drawing including placing etc. complete.

28 Providing and fixing marble slab including engraving letters, numbers and 2.00 No. 1012.65

painting etc. complete. (A) size 75 cm x 60 cm x 4 cm.

29 Providing and casting in situ controlled cement concrete M-30 for 42.00 Cum 5073.17

approach slab including form work, curing and finishing etc. complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

30 Providing and fixing in position steel bar reinforcement of steel grade I.S.I. 8.00 M.T. 72601.86

mark Fe-550D T.M.T. including cutting, bending, hooking, tying, welding

etc. complete as per detailed drawing and specification (A) R.C.C.

Approach slab (B) Wearing coat.

31 Providing pre-moulded asphalt filler joints as per drawings. (A) 12mm 49.00 Sq.m. 702.12

32 Providing, designing supplying and Installation of extruded Bi-Axial 4280.00 Sq.m. 111.10

Polypropylene 30 kn GeoGrid including all labours & etc. complete.

33 Finishing wall with weather proof exterior emulsion paint on wall surface 122.00 Sq.m. 114.53

(two coats) to give an required shape even shade after thoroughly

brushing the surface to remove all dirt, dust and remains of loose

powdered materials etc. complete.

34 Providing fusion bonded epoxy coating not less than 175 micron 71.40 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.

35 Providing fusion bonded epoxy coating not less than 175 micron 105.00 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.

36 Clearing and grubbing of road land including up rooting rank vegetation 0.19 Hect. 28393.04

grass bushes, shrubs, sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unserviceable materials (C) by

mechanical means in area of light jungle.

37 Earthwork in cutting in all sorts of soil and soft murrum including 66.00 Cum 104.20

conveying and putting the stuff in spoil bank maintaining minimum

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

38 Providing, laying and spreading 150 mm thick Granular sub base (Grade- 341.00 Cum 1531.16

I) by providing close graded M.C.B.T. material in single layer with motor

grader on prepared surface, mixing by mix in place method with rotovator

at OMC and compacted with vibratory roller 80 to 110 KN static weight to

achieve desire density etc. completed.

39 Providing and laying compacted WBM of Grading-II MCBT metal of size 51.00 Cum 2047.27

53 to 22.4 mm in required layers including using 24% stone screening

11.2 mm size and 8% stone dust as filler including spreading watering &

consolidation by vibratory roller etc. as per MoRTH specification complete

as directed by Engineer-in-charge.

40 Supplying and fixing ISI reinforced concrete heavy duty non-pressure 50.00 Rmt. 4685.19

pipes with collars including setting and joining the pipes in C.M. 1:2

watering and laying (to level of slops of I.S. 458 / 1971 Class NP4 of

following internal diameter. (iv) 900 mm dia.

41 Providing and laying evenly priming coat with emulsion bitumen SS1 525.00 Sq.m. 63.73

(IS:8887) at rate of 7.5 Kg / 10 Sq.m. etc. complete as directed with all

labour and material.

42 Providing & laying 20mm thick mix seal surface with using B.T. stone 25.00 M.T. 3924.86

chips as per MORT&H gradation Type - A and Specification with bitumen

grade VG-30 (60/70) for mixing at the rate of 51.00 kg/M.T. of total weight

of mix (i.e. 5.10% of total wt. of mix) and mixing aggregate and asphalt by

drum mix plant and spreading the same by paver finisher including rolling

and consolidation with static roller and providing tools and plant fire wood,

oil, kerosene, labour charges using contractor's own machineries etc.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

43 Earth work for embankment including breaking clods, dressing with all 2072.00 Cum 158.61

lead and lift and including watering rolling and consolidation of subgrade

in layers at O.M.C. to required dry density including filling the depression

which occur during the process using power roller 8 T to 10 T. (C) from

borrow area within all lead and lift.

44 Providing and laying compacted of specified quarry spaull in side 70.00 Cum 1304.92

shoulder including carriage of material and spreading on prepared base

including compacting as per MOST specification etc. complete.

45 Regulatory/Mandatory signs : Providing and fixing sign boards made out 8.00 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 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).

46 Cautionary Warning Sign :- Providing and fixing sign boards made out of 10.00 No. 3808.66

2mm aluminium sheet size 90 x 90 x 90 cms. equilateral triangle as per

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; 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

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

under the supervision of engineer in charge. (A) Engineer Grade (VR)

47 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

48 Diversion sign board :- Providing & fixing sign boards made out of 2mm 2.00 No. 6798.92

aluminium sheet size 180 x 60 cms. rectangle as per the attached

drawing 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 iron angle of 35 x 35 x

3mm, 50 x 50 x 5mm painted with best quality epoxy coatings in black

and white bends. 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. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

49 Chevron sign :- Providing and fixing sign boards made out of 1.5mm 6.00 No. 3711.75

aluminium sheet / 3mm ACP (Aluminum composite panel) size 60 x

cm as per design of IRC-67-2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with Micro Prismatic grade retro

reflective sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 3.3 mtr long stand post of 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable size iron angle of

50 x 50 x 5mm, 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 60 cms. for each leg including

excavation, curing etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the

product offered shall be submitted by contractor.

(A) Class-B Type-4 Retro reflective sheeting.

50 Around the Island/road direction sign board (Big) :- Providing & fixing sign 2.00 No. 6798.92

boards made out of 2mm aluminium sheet, size 180 x 60 cms rectangle

as per the attached drawing 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. 3.1m long (2 nos) stand post and frame fabricated from iron

angle of 50 x 50 x 5mm, painted with best quality epoxy coating the fixing

at site shall be in 1:2:4 CC block of size 45 x 45x 60cms for each leg,

including excavation curing etc. complete under the supervision of

engineer in charge. (A) Engineer Grade (VR).

51 Men at work (Heavy) sign :- Providing and fixing sign boards made out of 2.00 No. 6141.20

2mm aluminium sheet size 120 x 90cms. rectangle as per the attached

drawing 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 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).

52 Danger Plate Sign :- Providing & fixing sign board made out of 2mm 2.00 No. 477.23

aluminium sheet size 30cms diameter circle, pretreated with phospheting

process and acid etching, painted 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 (as per attached drawing) (A)

Engineer Grade (VR).

53 Dismentaling the existing structure including removing and stacking the 25.00 Cum 886.05

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

54 Dismentaling the existing structure including removing and stacking the 163.00 Cum 389.74

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

55 Providing and filling in foundation with ordinary cement concrete M-100 78.00 Cum 3105.11

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming & curing complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

56 Providing & casting in situ controlled cement concrete M-250 mix with 134.00 Cum 4955.06

Trimix C.C. Road laid as directed including temping, vibrating, finishing,

curing and filling in joints with bitumen etc as per Engineer incharge.

57 Providing I.S.I. mark T.M.T. bar Fe 550D reinforcement for R.C.C. work 3685.00 Kg. 76.21

including bending, binding and placing in position complete upto floor two

58 Road marking with hot applied thermoplastic paints with reflectorising 45.00 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.

59 Cat Eye / Road Stud / RPM : Supplying of Raised Pavement Markers 26.00 No. 217.40

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, 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 body of the marker should having finger grip for

easy and accurate placement and application with epoxy / bituminous

adhesive as recommended by the manufacturer of the marker. The colour

of the marker should be as per the IRC 35-2015 and as directed by

Engineer in charge.

60 Flexible Median Marker : Providing and fixing of Flexible Median Marker 27.00 No. 271.69

that are made of tough, high impact resistant, injection-moulded,

thermoplastic body with property of flexibility to provide high durability.

The dimension of Flexible Median Marker should not exceed 18.4 cm in

height (including shank height),12.5 cm in width, 0.65 cm in thickness and

shank depth shall be 3.4 cm. The body structure shall be rounded at all its

corners and edges. The plastic used for molding the Flexible Median

Marker should survive impact load of 5kg continuously for 750 times at

room temperature. The logo of the manufacturer shall be embossed on

either side of the body in the injection molding process. The Median

Marker shall have flame like shaped body with, fluorescent yellow color

retro-reflective sheeting of size not less than 90 cm square, with fully

reflective micro prismatic cube corners as its retro reflective elements as

per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity

values. The retro-reflective sheeting shall be one or both sides of the

Flexible Median Marker and shall be edge

protected with no exposed edges which will prevent edge lifting,

vandalism, sheeting damage, etc. The Flexible Median Marker shall be

fixed by a combination of epoxy adhesive and grouting as recommended

by manufacturer and Engineer in charge.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

61 Citizen's information Board :- Providing and fixing of typical information 1.00 No. 22509.87

board as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x

mm size fixed at top and bottom duly welded with MS angles of 25 x 25 x

5 mm thick M.S. plate shall be welded by welded bt two vertical M.S. flats

& four horizontal M.S. flats 5 mm thick to 75 mm x 75 mm of 12 SWG

square tubes posts duly embedded in cement concrete M-15 grade block

of 600 mm x 600 mm x 75 mm, below ground level. Painting New letters

& figure of any shade with ready mixed synthetic enamel paint of superior

quality in required shade and colour, All sections of framed posts and

steel tube will be painted with primer and two coats of epoxy paints as per

drawings clause 1701 and Annexure 17001 (10.16)

62 Supply & fixing logo board of MMGSY diamond size (600mm x 600mm) 1.00 No. 4129.89

16 Gauge & board plate size (900mm x 250mm) 16 Gauge thick M.S

plate and 2.40 mt. deep length single angle 75 x 75 x 6 mm size including

fitting and painting lettering with luminous color as per drawing etc.

63 Excavation for foundation upto 1.5 m depth including sorting out and 238.00 Cum 241.80

stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(B) Dense or Hard soil

64 Providing and casting in situ ordinary cement concrete M-150 mix and 301.00 Cum 3678.42

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating and finishing concrete without v-grooves (A) 0 to 5.0 mt.

TOTAL Rs.

i.e. Rs. Two Crore, Eighty Five Lacs, Twenty Two Thousand, Seven hundred Fifty and Fourty 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% materials to be reused and dismantalled materials of amount of Rs. 5,18,391.89 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,

Jambusar Bharuch Bharuch