Construction of Minor bridge on Rajayata Vandeli Road at Ch. 5/550 to 5/750 (V.R.) Ta. Morva (H) Dist. Panchmahal

No. Figure Amount

1 Providing flood gauge marks on sub structure as per design including 5.00 Rmt. 155.26

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

2 Providing masonary steps with cement pointing on approaches as directed. 42.00 Each 219.53

3 Providing and laying filter media 600mm as directed at the back of 296.00 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 583.00 Cum 445.41

5 Excavation in hard murrum and boulders and very stiff or sticky clays and 247.00 Cum 582.22

other similar strata including sorting and strutting and dewatering as

necessary and disposing of excavated stuff as directed.

6 Excavation in large boulders and soft rock by welding including sorting 543.00 Cum 682.44

strutting and dewatering as necessary and disposing off the excavated stuff

as directed.

7 Excavation in hard rock by dry wet blasting and chiselling including 762.00 Cum 1595.53

dewatering preparing foundation base by proper benching and stepping and

disposing of the excavated stuff as directed. (B) Blasting prohibited

8 Providing and filling in foundation with ordinary cement concrete M-15 mix 79.00 Cum 3582.04

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

9 Diversion of water course, providing cofferdam and bund or island as may 4.00 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.

10 Providing and fixing steel dowel bar of Fe- 550D grade 32mm dia. for 346.00 Rmt. 543.30

anchoring by drilling holes in foundation strata including, necessary bending

hooking of dowel bars and grouting the holes complete as per detailed

drawing and as directed.

11 Providing and casting in situ controlled mix concrete M-30 for R.C.C. footing 506.00 Cum 4651.62

for pier including necessary shuttering, laying, vibrating, ramming and

curing complete.

12 Providing and filling trenches of excavation in rocky strata with NMC M-15. 421.00 Cum 3524.51

13 Providing and placing in position reinforcement grade I.S.I. mark Fe-550D 44.80 M.T. 73217.53

for Footing & RCC raft for Return wall including curing, bending, hooking

and tying compete as per detailed drawing.

14 Providing and laying weep holes in abutment and returns by using A.C. 276.00 No. 45.82

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

completed as per detailed specifications.

15 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 267.263 Cum 5223.36

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.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

16 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 18.080 Cum 5533.43

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

shuttering, scaffolding where necessary laying vibrating curing and finishing

complete. (B) Height from 5.0 to 10.0 M.

17 Providing and fixing in position Fe 550D steel dowel bars in pier caps or 25.00 Each 453.74

abutment caps for anchorage in fixed end as per detailed drawings

including cutting, bending and welding complete.

18 Providing and fixing in position Fe 550D steel dowel bars in pier caps or 25.00 Each 529.02

abutment caps for anchorage in free end as per detailed drawings including

cutting, bending and welding complete.

19 Providing and casting in situ controlled cement concrete M-30 mix for 116.00 Cum 5302.12

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

cement concrete M-35 bed rock or predestas of required drawings,

centering, shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

20 Providing and fixing in position High strength deformed bar reinforcement of 51.72 M.T. 73217.53

steel grade Fe-550D 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. pier (C) Seismic Arrester & Pedestal.

21 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 510.00 Cum 5372.41

solid slab including centering, scaffolding, curing and finishing complete.

22 Providing and placing in position I.S.I.mark (T.M.T.) Fe-550D bar 30.60 M.T. 72601.87

reinforcement including cutting, bending, hooking and tying complete as per

detailed drawing for (A) Solid Slab

23 Providing and casting in situ controlled cement concrete M-40 for average 50.40 Cum 5491.48

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

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

24 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced 191.00 Rmt. 1532.20

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 conforming to IRC:21 and dowel bars 25 mm dia,

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

June 1994 as per dimensions in the approved drawing and at locations with

necessary priming coat and 3 coat of paininting complete with Yello & Black

Patta as directed by the Engineer, all as specified)

25 Providing P.V.C. 100mm dia. water spouts including necessary iron grating 30.00 No. 159.37

as per detailed drawing including placing etc. complete.

26 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.

27 Providing and casting in situ controlled cement concrete M-30 for approach 20.30 Cum 5191.05

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

28 Providing and fixing in position steel bar reinforcement of steel grade I.S.I. 7.07 M.T. 72601.87

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

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

slab (B) Wearing coat.

29 Providing Pre-moulded asphalt filler joints as drawing (A) 12 mm 71.00 Sq.m. 702.13

30 Providing, designing supplying and Installation of extruded Bi-Axial 2610.00 Sq.m. 111.10

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

31 Providing & fixing in position tar paper bearings as per detailed design and 2.00 Job 15150.00

drawings and specifications etc. complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

32 Providing fusion bonded epoxy coating not less than 175 micron thickness 54.57 M.T. 10162.62

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

33 Providing fusion bonded epoxy coating not less than 175 micron thickness 80.51 M.T. 7296.24

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

34 Clearing and grubbing of road land including up rooting rank vegetation 0.13 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.

35 Earthwork in cutting in all sorts of soil and soft murrum including conveying 9.00 Cum 127.74

and putting the stuff in spoil bank maintaining minimum distance of five

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

36 Providing, laying and spreading Granular sub base (Grade-I) by providing 260.00 Cum 1286.74

close graded B.T.M.C. 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.

37 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 57.00 Cum 1654.38

mm to 45 mm in required layers including using 16% stone screening

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.

38 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 113.00 Cum 1748.31

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.

39 Supplying and fixing ISI reinforced concrete heavy duty non-pressure pipes 80.00 Rmt. 4685.19

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.

40 Providing and laying evenly priming coat with emulsion bitumen SS1 1043.00 Sq.m. 96.25

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

labour and material.

41 Providing and laying tack coat with bitumen emulsion (RS-1) at the rate of 1485.00 Sq.m. 19.59

2.50 Kg / 10 Sq.M. on the prepare bituminous surface etc complete as

directed with all labour and materials.

42 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade of 56.00 M.T. 3017.88

VG-30 at the rate of 1.99% by weight of mix for mixing using B.T. chips of

required gradation including cleaning and heating asphalt premix materials

by hot mix process in proper gradation and laying with paver finisher and

consolidation by roller of 8 to 10 tonnes including cost of all materials,

asphalt, aggregates, labour charges, royalty charges etc. completed as

directed including flushing key aggregate @0.13 Cum/10 Sq.m.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

43 Providing laying and rolling 25 mm thick open graded premixed bituminous 56.00 M.T. 3834.97

carpet with B.T. agreegate as specified and using bitumen for mixing with

agreegate at the rate of 3.36% i.e. 33.60 kg/M.T. of total mix including

heating and mixing in drum mix plant and spreading the same with paver

finisher and consolidation with power roller including necessary firewood,

oil, lubricants, labour charges etc. using contractor's own drum mix plant

and equipment, tool etc. completed in accordance with the requirement of

specification.

44 Providing and laying seal coat with B.T. aggregate as specified using 30.00 M.T. 4642.97

aggregate at the rate of 0.18 cum/10 Sqmt and bitumen grade VG-30 for

mixing with aggregate at the rate of 4.5% i.e. 45.00 Kg/M.T of total mix

including heating and mixing in drum mix plant and spreading the same by

paver finisher and consolidation with power roller including necessary fire

wood oil, lubricants, labour charges using contractor's own drum mix plant,

machineries and equipment, tools including flushing & screened stone dust

etc. complete in accordance with the requirement of specification.

45 Earth work for embankment having CBR not less than 5% including 2379.00 Cum 158.61

breaking clods, dressing with all 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.

46 Providing and laying compacted of specified quarry spaull in side shoulder 64.00 Cum 1000.91

including carriage of material and spreading on prepared base including

compacting as per MOST specification etc. complete.

47 Regulatory / Mandatory signs : Providing and fixing sign boards made out of 8.00 No. 3439.81

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).

48 Cautionary Warning Sign :- Providing and fixing sign boards made out of 10.00 No. 3722.36

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 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)

49 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).

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

50 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).

51 Chevron Board :- Providing and fixing sign boards made out of 2mm 6.00 No. 3711.75

alluminium sheet / 4mm ACP (Alluminium composite panel) size 60 x 50 cm

rectangular 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 high intensity prismatic grade

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

Specifications; 3.3mt. long stand post of iron angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm 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 warranty for 7 years for the retro reflective sheeting from original

manufacture & a certified copy of 3 year outdoor exposure test result fro

third party test lab

for the product offered shall be submitted by contractor

(A) Class-B Type 4 Retro reflective sheeting

52 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).

53 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).

54 Danger Plate Sign :- Providing & fixing sign board made out of 2mm 2.00 No. 456.55

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).

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

55 Road marking with hot applied thermoplastic paints with reflectorising glass 57.96 Sq.m. 367.72

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 130 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.

56 Cat Eye / Road Stud / RPM : Supplying of Raised Pavement Markers made 33.00 No. 217.40

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.

57 Flexible Median Marker : Providing and fixing of Flexible Median Marker 51.00 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

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.

58 Citizen's information Board :- Providing and fixing of typical information 1.00 No. 22562.39

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

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

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)

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

59 Supply & fixing logo board of MMGSY and Vanbandhu Kalyan Yojana 2.00 No. 4096.56

diamond size (600mm x 600mm) 16 gauge & board plate size (900mm x

250mm) 16 Gauge thick M.S plate and 2.40 mt. deep length single angle

x 75 x 6 mm size including fitting and painting lettering with luminous color

as per drawing etc. complete.

60 Dismentaling the existing structure including removing and stacking the 121.00 Cum 886.05

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

61 Providing and filling in foundation with ordinary cement concrete M-100 mix 17.00 Cum 3212.00

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

62 Providing & casting in situ ordinary cement concrete M-150 mix and 240.00 Cum 3785.48

providing necessary pin headers including shuttering, scaffolding, laying,

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

63 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 0.89 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.

TOTAL Rs.

i.e. Rs. Two Crore, Seventy One Lacs, Eighty Nine Thousand, Two hundred Thirty Five and Fifty Six paisa

Deputy Executive

Deputy Sr. Engineer

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 material and dismantalled materials of amount of Rs. 4,24,683.21 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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,

Godhra Godhra Godhra