Construction of high level Major bridge on Sajora Ved Faliya Road at Ch. 0/950 Ta. Ghoghamba Dist. Panchmahal.

No. Figure Amount

1 Providing flood gauge marks on sub structure as per design including 14.00 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 56.00 Each 219.52

3 Providing and laying filter media 600mm as directed at the back of 2404.00 Smt 1180.34

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

4 Providing and filling sand behind abutment & between returns in layers 551.00 Cum 445.41

as directed.

5 Excavation for foundation hard murrum and boulders and very stiff or 7010.38 Cum 582.22

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-15 422.61 Cum 3582.40

mix 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 6.00 No. 50500.00

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

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

8 Empty boring through all.sorts of strata for providing 1.20 m. dia. 438.00 Rmt. 5292.43

R.C.C. 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 496.00 Cum 4810.09

R.C.C. 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 124.00 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

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 36.00 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

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.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

13 Providing and casting in situ controlled concrete M-35 for R.C.C. piles 490.00 Cum 5010.24

cap including necessary form work vibrating, curing and finishing

14 Providing and fixing in position steel bar reinforcement of steel bar 58.00 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 101.00 Cum 4730.91

R.C.C. 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 42.00 M.T. 47323.73

setting out as per detailed drawing.

17 Providing and laying weep holes in abutment and returns by using 2311.00 No. 45.82

P.V.C. / 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 283.290 Cum 5302.65

R.C.C. 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 for 54.560 Cum 5612.72

R.C.C. 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.

20 Providing and casting in situ controlled cement concrete M-35 mix for 143.00 Cum 5381.41

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.

21 Providing and casting in situ controlled cement concrete M-40 mix for 30.00 Cum 5460.71

bed block or pedestal and seismic arrester of required drawings,

centering, shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

22 Providing and fixing in position bar reinforcement of steel grade Fe- 212.02 M.T. 73217.53

550D (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.

23 Providing and laying in position fully moulded restrained elastromeric 544320.00 Cu.cm 0.90

bearing as per detailed drawings. .

24 Providing and casting in situ controlled cement concrete M-35 for 783.00 Cum 5851.15

R.C.C. work in superstructure including centering, ramming, vibrating,

curing and finishing complete. (B) T Beam Deck slab type of

superstructure (II) T Beam girder, slab and cross girder

25 Providing and placing in position I.S.I.mark Fe-550D T.M.T. bar 110.00 M.T. 73980.48

reinforcement including cutting, bending, hooking and tying complete

as per detailed drawing. (B) T Beam Deck slab type of super structure

(II) T Beam Girder, Slab and Cross girder.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

26 Providing and casting in situ controlled cement concrete M-40 for 112.40 Cum 5491.47

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

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

27 Reinforced Cement Concrete Crash Barrier (Provision of an 610.00 Rmt. 1532.19

Reinforced 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 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 directed by the Engineer, all as

specified) etc complete (A) Only crash barrier.

28 Providing P.V.C. 100mm dia. water spouts including necessary iron 64.00 No. 159.37

grating as per detailed drawing including placing etc. complete.

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

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

30 Providing and casting in situ controlled cement concrete M-30 for 21.00 Cum 5191.05

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

31 Providing and fixing in position steel bar reinforcement of steel grade 14.00 M.T. 72601.86

I.S.I. 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

32 Providing and fixing in position Strip Seal Type Expansion Joint 42.00 Rmt. 1724.07

catering to maximum horizontal movement upto 70 mm, complete as

per approved drawings and standard specification to be installed by

the manufacturer / supplier or their authorised representative ensuring

compliance to the manufacturer's instructions for installation.

33 Providing, designing supplying and Installation of extruded Bi-Axial 5373.00 Sq.m. 111.10

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

34 Finishing wall with weather proof exterior emulsion paint on wall 877.14 Sq.m. 114.53

surface (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.

35 Providing fusion bonded epoxy coating not less than 175 micron 311.49 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.

36 Providing fusion bonded epoxy coating not less than 175 micron 335.79 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.

37 Providing and fixing the continuity arrangement in deck slab as per the 26.00 Rmt. 8319.37

detailed drawing with fixture, components, filler etc. complete as

directed by Enginner in Charge.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

38 Clearing and grubbing of road land including up rooting rank vegetation 0.55 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.

39 Earthwork in cutting in all sorts of soil and soft murrum including 29.00 Cum 127.75

conveying and putting the stuff in spoil bank maintaining minimum

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

40 Providing, laying and spreading 400 mm thick Granular sub base 625.00 Cum 1155.44

(Grade-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

KN static weight to achieve desire density etc. completed.

41 Providing and laying compacted WBM of Grading-II MCBT metal of 137.00 Cum 1591.76

size 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.

42 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.

43 Providing and laying evenly priming coat with emulsion bitumen SS1 750.00 Sq.m. 63.83

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

labour and material.

44 Providing & laying 20mm thick mix seal surface with using B.T. stone 35.00 M.T. 3688.52

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. complete.

45 Earth work for embankment including breaking clods, dressing with all 8537.00 Cum 158.62

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

T. (C) from borrow area within all lead and lift.

46 Providing and laying compacted of specified quarry spaull in side 40.00 Cum 882.74

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc. complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

47 Regulatory/Mandatory signs : Providing and fixing sign boards made 11.00 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

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 13.00 No. 3722.36

of 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 4.00 No. 2423.74

2mm 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).

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

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. 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

51 Chevron sign :- Providing and fixing sign boards made out of 1.5mm 16.00 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.

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

sign 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 2.00 No. 6141.20

of 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).

55 Dismentaling the existing structure including removing and stacking 615.00 Cum 886.06

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

56 Providing and filling in foundation with ordinary cement concrete M-100 258.00 Cum 3212.00

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

57 Providing & casting in situ ordinary cement concrete M-250 mix with 358.00 Cum 5073.23

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

finishing, curing and filling in joints with bitumen etc as per Engineer

58 Providing and placing in position I.S.I. mark Fe 500D bar reinforcement 9.85 M.T. 73217.53

for following items including cutting, bending, hooking and tying

complete as per detailed drawing. For well :- curb, staining, cap and

59 Road marking with hot applied thermoplastic paints with reflectorising 223.00 Sq.m. 367.73

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 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.

60 Cat Eye / Road Stud / RPM : Supplying of Molded Twin Shanks Raised 167.00 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 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

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 +/-

mm and height not less than 30+/- 2 mm) from the body is to be a

minimum value of 500 Kgf. 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.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

61 Flexible Median Marker : Providing and fixing of Flexible Median 124.00 No. 271.69

Marker 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.

62 STOP Sign :- Providing and fixing sign boards made out of 2mm 1.00 No. 4676.06

aluminium sheet size 90 x 90cms. 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; 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

incharge. 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).

63 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

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

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

64 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 75 x 75 x 6 mm size including fitting and painting lettering with

luminous color as per drawing etc.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

65 Supplying and applying rumble Strip road marking with hot applied 60.75 Sq.m. 2107.87

thermoplastic paints with reflectorising glass beads on bitumen surface

providing and laying a hot applied thermoplastic compound 8mm thick

including reflectorising glass beads @ 250 gram per Sqmt area,

thickness of 8 mm 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.

66 Providing and casting in situ controlled cement concrete M-300 for 1377.25 Cum 4652.06

R.C.C. Raft and cutt-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

67 Providing and placing in position I.S.I. mark Fe 550D bar reinforcement 123.95 M.T. 73217.53

for following items including cutting, bending, hooking and tying

complete as per detailed drawing. For well :- curb, staining, cap and

68 Providing and casting in situ controlled cement concrete M-300 for 1009.44 Cum 5223.72

R.C.C. return as per drawings including centering shuttering,

scaffolding where necessary, laying vibrating, curing and finishing

complete. (A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC

69 Providing and casting in situ controlled cement concrete M-300 for 357.42 Cum 5533.79

R.C.C. return as per drawings including centering shuttering,

scaffolding where necessary, laying vibrating, curing and finishing

complete. (B) Height from 5.0 to 10.0 M. (1) Piers (2) Abutment (3)

RCC return

70 Rolling & watering of earthwork in layers with power roller including 3465.09 Cum 22.49

filling in depressions which occur during the process.

71 Excavation for foundation upto 1.5 m depth including sorting out and 1309.00 Cum 241.80

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead.(B) Dense or Hard soil

72 Providing and casting in situ ordinary cement concrete M-150 mix and 1832.00 Cum 3785.48

providing necessary pin headers including shuttering, scaffolding,

laying, vibrating and finishing concrete without v-grooves (A) 0 to

73 Providing I.S.I. mark T.M.T. bar Fe-550D reinforcement for R.C.C. 5307.00 Kg. 76.22

work including bending, binding and placing in position complete upto

floor two level.

74 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 292.00 Rmt. 3354.21

"W" 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, 1.8 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 811)

75 Providing and casting in situ ordinary cement concrete M-150 for 41.00 Cum 3586.18

R.C.C. Raft and cut-off walls including necessary shuttering, laying,

vibrating, ramming and curing complete.

76 Providing and casting in situ controlled cement concrete M-250 for 95.00 Cum 4493.49

R.C.C. Raft and cut-off walls including necessary shuttering, laying,

vibrating, ramming and curing complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

77 Providing and casting in situ controlled cement concrete M-250 mix 110.00 Cum 4261.19

and providing necessary pin headers including shuttering, scaffolding,

laying, vibrating, curing and finishing etc. complete without grooves

(Height from 0.0 to 5.0 mt.}

78 Providing and casting in situ controlled cement concrete M-250 for 59.00 Cum 5537.83

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

79 Providing and casting in situ controlled cement concrete M-250 for 12.00 Cum 5175.24

average 75 mm thick wearing coat laid as directed including tempering,

vibrating, finishing, curing and filling in joints with bituminous complete.

80 Providing and laying in position I.S.I. mark Fe 550D bar reinforcement 24.85 M.T. 73217.53

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

drawing for the following. (A) Piers (B) Abutments (C) R.C.C. Returns.

81 Providing pre-moulded asphalt filler joints as per drawings. (A) 12mm 12.00 Sq.m. 702.13

TOTAL Rs.

i.e. Rs. Eleven Crore, Fourty Eight Lacs, Thirteen Thousand, Eight hundred Fifty Eight and Fourty paisa

Deputy Executive

Deputy Executive

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% materials to be reused and dismantalled materials of amount of Rs. 6,23,597.69 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,

Kalol Godhra Godhra