Construction of Minor Bridges on various roads of Limkheda, Singvad and Dhanpur Taluka under MMGSY 2025-26 (Tribal) Package No. 2 (Total 9 Roads) Dist. Dahod

No. figures Amount

1 Excavation for foundation in sand, gravel, clay soft soils and 1632.98 Cum 523.19

murrum etc. including shoring, strutting dewatering as necessary

and disposing of the excavated stuff as directed. (A) Depth upto

3.0 M. and lead upto 100m for 10 Cum.

2 Excavation for foundation in sand, gravel, clay soft soils and 615.07 Cum 613.92

murrum etc. including shoring, strutting dewatering as necessary

and disposing of the excavated stuff as directed. (B) Depth upto

3.0 M. to 6.0 M. and lead upto 100m for 10 Cum.

3 Excavation in large boulders and soft rock by welding including 1367.14 Cum 733.63

shoring, strutting and dewatering as necessary and disposing of

the excavated stuff as directed.

4 Excavation in hard rock by dry wet blasting and chiseling including 491.75 Cum 882.39

dewatering preparing foundation base by proper benching and

stepping and disposing of the excavated stuff as directed. (A)

General blasting.

5 Providing and laying in foundation with ordinary cement concrete 121.89 Cum 3577.48

M-15 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

6 Diversion of water course / providing coffer dam and bund or 12.00 No. 7575.00

island as may be necessary for foundation and maintaining the

same for the period as may be necessary (A) Diversion by

channel (V) Pier nos.

7 Providing and casting in situ controlled cement concrete M-30 for 775.77 Cum 4724.72

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

laying, vibrating, ramming and curing complete. (Foundation, (1.

Abutment, 2. Pier).

8 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 77.580 M.T. 73858.70

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing for the following. (A) Piers (B)

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

9 Providing and casting in situ controlled cement concrete M-30 for 1214.40 Cum 5332.42

R.C.C. works in piers, abutments and R.C.C. return as per

drawing including centering, shuttering, scaffolding wherever

necessary laying, vibrating, curing and finishing complete. (A)

Height from 0.0 mt. to 5.0 mt.

10 Providing and casting in situ controlled cement concrete M-30 for 157.24 Cum 5649.12

R.C.C. works in piers, abutments and R.C.C. return as per

drawing including centering, shuttering, scaffolding wherever

necessary laying, vibrating, curing and finishing complete. (B)

Height from 5.0 mt. to 10.0 mt.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

11 Providing and casting in situ controlled cement concrete M-30 mix 128.72 Cum 5411.74

for R.C.C. works in pier cap, abutment cap and dirt wall including

controlled cement concrete M-35 bed block or pedestal of

required size below bearing as per detailed drawing, centering,

shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

12 Providing and laying in position I.S.I. mark Fe-550D (T.M.T.) 138.000 M.T. 73858.70

including cutting, bending, hooking, tying, welding etc. complete

as per detailed drawing for the following. (A) Abutment cap & dirt

wall (B) Pier cap.

13 Providing and laying weep hole in abutment and returns by using 2207.00 No. 49.25

A.C. pipes of 100 mm dia. with laying in proper grade and jointing

the completed as per detailed specification.

14 Providing and casting in situ controlled cement concrete M-30 for 604.80 Cum 5880.92

R.C.C. work in super structure including centering, ramming,

vibrating, curing and finishing complete (B) T beam Deck slab

type of super structure (II) T beam girder, slab and cross girder.

15 Providing and placing in position I.S.I. mark Fe-550D T.M.T. bar 39.320 M.T. 74728.50

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing. (B) T beam and Deck slab type

of super structure (I) Deck slab (II) Main and cross girder.

16 Providing and casting in situ controlled cement concrete M-400 for 83.16 Cum 5652.12

average 100mm thick wearing coat laid as directed including

tamping, vibrating, finishing, curing and filling in joints with

bitumen complete.

17 Reinforced cement concrete crash barrier (Provision of an 196.00 Rmt. 9542.14

Reinforced cement concrete crash barrier at the edges of the

road, approaches to bridge structures and medians, constructed

with M-400 grade concrete with TMT Corrosive Reinforcement

Steel (CRS) 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 directed by

the Engineer, all as specified).

18 Providing P.V.C. 100mm diameter water spout including 36.00 No. 159.37

necessary iron grating as per drawings.

19 Providing and casting in situ ordinary cement concrete M-150 for 18.98 Cum 3708.77

approach slab including form work, curing and finishing complete.

20 Providing and casting in situ controlled cement concrete M-30 for 39.96 Cum 5263.79

approach slab including form work, curing and finishing complete.

21 Providing and fixing in position steel bar reinforcement of steel 11.340 M.T. 73242.98

grade 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.

22 Providing and laying filter media 600 mm thick as directed at back 264.19 Sq.m. 1268.87

of abutment, returns and wing walls as per detailed specifications.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

23 Providing and filling sand behind abutment & between returns in 986.15 Cum 478.83

layers as directed etc. complete.

24 Providing and laying pitching on slopes laid over prepared filter 129.78 Cum 1051.41

media including boulder apron laid dry in front of toe of

embankment complete as per drawing and technical

specifications.

25 Providing and laying Filter material underneath pitching in slopes 64.90 Cum 877.69

complete as per drawing and Technical specification.

26 Providing and fixing 2 mm thick corrugated copper plate in metal 84.00 LM 2013.96

expansion joints as per drawings. Details of expansion joint 50 x

50 x 6mm size two IS and 100 x 6mm MS plate with 6 x 20 x

25mm long hold fast @ 50 cm / cc on both sides of expansion

27 Providing and trench filling with ordinary cement concrete M-15 171.16 Cum 3577.48

mix and providing necessary vertical pin headers including form

work, vibrating, ramming and curing complete.

28 Providing fusion bonded epoxy coating not less than 175 micron 79.87 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.

29 Providing fusion bonded epoxy coating not less than 175 micron 186.36 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.

30 Providing and laying BIS and CE certified polypropylene extruded 151.20 Sq.m. 100.77

biaxial geogrid TGP 2.0 having LCR and MIF value should be

1.46 and 1.95 respectively as reinforcement in granular layers,

indigenously manufactured from virgin high density polypropylene

having aperture size of (38 x 38)mm (+/- 5%) manufactured using

punched and drawn procedure using quality polypropylene. The

grid should have stiffness at 0.5% strain more than 600 kN/m,

Tensile Strength at 2% Strain more than 45 and Tensile Strength

at 5% Strain more than 90% and other parameters as per the

detailed tender specifications. For reinforcement application to

subgrade, unbound subbase / base courses & soil stabilization

etc. complete (Specification: MORTH Section-700) with prior

approval of concerned Superintending Engineer or Authority.

31 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 82.00 No. 342.47

in pier caps or abutments caps for anchorage in fixed end as per

detailed drawing including cutting, bending and welding complete.

32 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 82.00 No. 486.34

in pier caps or abutments caps for anchorage in free end as per

detailed drawing including cutting, bending and welding complete.

33 Providing and fixing in position I.S.I. mark Fe-550D steel 32mm 588.00 Rmt. 546.39

dia. dowel bars for 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

34 Clearing and grubbing road land including uprooting wild 0.70 Hect. 28455.10

vegetation grass bushes, shrubs, sapling and trees of girth up to

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials and stacking of serviceable materials as

per Clause-201 (area of light density) by mechanical means in

area of light jungle.

35 Box cutting the road surface to proper slope and camber for 1778.70 Cum 112.02

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed within all

lead and lift.

36 Providing, laying and spreading Granular sub base (Grade-I) by 1960.00 Cum 872.97

providing close graded MCBT material in single layer with motor

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

rotavator at OMC and compacted with vibratory roller 80 to

KN static weight to achieve desired density etc. completed.

37 Providing & laying compacted WBM Grading-II using MCBT metal 1857.00 Cum 1333.59

of size 53mm to 22.4mm in required layers including using 24%

stone screening, 11.2mm size and 8% stone dust as filler

including spreading, watering and consolidation by vibratory roller

as per MORTH specification etc complete as directed by engineer

in charge.

38 Earthwork for embankment including breaking clods, dressing 38626.00 Cum 195.24

with all lead and lift including rolling with power roller, watering

and consolidation from borrow pits within land width with all lead

39 Providing and laying quarry spaull of approved quality including 216.00 Cum 697.59

spreading, watering, consolidation with vibratory roller as per

MORTH specification including loading and unloading etc.

40 Providing and laying in foundation with ordinary cement concrete 2024.21 Cum 3207.71

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

41 Providing and casting in situ controlled cement concrete M-250 2150.00 Cum 4781.91

mix with Trimix C.C. Road laid as directed including vibrating,

curing and filling in joints with bitumen complete.

42 Providing and fixing I.S.I. mark T.M.T. Bar Fe-500D reinforcement 67050.00 Kg. 77.29

for R.C.C. work including binding, bending and placing in position

complete upto floor two level.

43 Supplying, fixing and joining reinforced concrete heavy duty non- 360.00 Rmt. 1053.39

pressure pipes carrying Indian Railway standard with collars for

culverts carrying heavy traffic as per Indian Railway standard

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

watering and laying (to level or slopes) of I.S. class NP4 of

300mm internal diameter.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

44 Hazard Marker Sign :- Providing and fixing sign board made out of 15.00 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.R.T.H. specification, 3.1m long (2 nos.)

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 in black and white bends. The details of symbol or

inscription / numerals for each board shall be as per instruction of

Engineer in charge. 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).

45 Village name / Bump Ahead sign : Providing and fixing sign 39.00 No. 5045.37

boards made out of 2 mm alluminium sheet size 90 x 60 cms

rectangle as per the design of IRC-67-1977 pre treated with

phospheting process and acid etching coated with one coat of

epoxy primer and two coats of best quality epoxy paint

reflectonsed with retro reflective sheeting as per latest M.O.R.T.H.

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 5 mm painted with best quality

epoxy coating in black and white bends. The details of symbol or

inscription / numerals for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in

1:2:4 C.C. block of size 45 x 45 x 60 cms for each leg including

excavation, curing etc. complete under the supervision of

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

46 Providing and fixing Junction board made out of 2mm aluminium 25.00 No. 6527.29

sheet size 244 x 122cms. rectangle as per the design of IRC-67-

1977 pre treated with phospheting process & acid etching coated

with one coat of epoxy primer and two coats of best quality epoxy

paint reflectorised with retro reflective sheeting as per latest

M.O.S.T. specifications, Letters and numerals should be as per

IRC-30-1968, 3.1m long stand post and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm as required, painted with

best quality epoxy coatings in black and white bends. The details

of symbol or inscription / numerals for each board shall be as per

the instruction of engineer in charge. The fixing at site shall be in

1:2:4 CC block of size 45 x 45 x 60cms. for each leg including

excavation curing etc. complete under the supervision of engineer

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

47 Citizen's Information Board : Providing and fixing of typical 9.00 No. 23693.25

information board as per instruction. Two M.S. plate of 1.6mm

thick of 900mm x 750mm size fixed at top and bottom duly welded

with M.S. angle with angles of 25 x 25 x 5mm thick M.S. plate

shall be welded by two vertical M.S. flat and four horizontal M.S.

flats 5mm thick to 75mm x 75mm of 12 SWG square tube posts

duly embedded in cement concrete M-15 grade C.C. blocks of

600 mm x 600mm x 750mm below ground level. Painting new

letters and figures of any shade with ready mixed synthetic

enamel paint of superior quality in required shade and coloured,

all sections of frame joints and steel tube will be painted with

primer and two coats of epoxy paint as per drawing clause 1701 &

Annexure 1700.1 (10.16).

48 Road marking with hot applied thermoplast compound with 552.00 Sq.m. 367.73

reflectorising glass beads on bituminous surface and laying of hot

applied thermoplastic compound 2.5mm thick including

reflectorising glass beads @250 gms/sqmt area, thickness of

surface applied glass beads as per IRC 35. The finish surface to

be level uniform free from streaks and holes.

49 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 400.00 Rmt. 3235.03

a "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

50 Cautionary Warning Sign :- Providing and fixing sign board made 42.00 No. 3808.66

out of 2mm aluminium sheet size 90 x 90 x 90 cms equilateral

triangle as per the design of IRC-67-1977. Pre treated with

phospheting process and acid etching coated with one coat of

epoxy primer and two coats of best quality epoxy paint,

refloctrorized with retro reflective sheeting as per the latest

M.O.R.T.H. specification, 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x

x 6 mm; painted with best quality epoxy coating in black and white

bends. The details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in

1:2:4 CC block of size 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

51 Informatory Warning Sign :- Providing & fixing sign boards made 41.00 No. 3856.90

out of 2mm aluminium sheet size 80 x 60 cms as per design of

IRC 67-1977. Pre treated with phospheting process and acid

etching coated with one coat of epoxy primer and two coats of

best quality epoxy paint, refloctrorized with retro reflective

sheeting as per the latest M.O.R.T.H. specification, 3.1 mt. long

stand post and frame fabricated from suitable size iron angle of

35 x 35 x 3 mm, 75 x 75 x 6 mm; painted with best quality epoxy

coating in black and white bends. The details of symbol for each

board shall be as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC block of size 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).

52 Supply & fixing logo board of MMGSY diamond size (600mm x 9.00 No. 4008.69

600mm) 16 gauge & board plate size (900mm x 250mm)

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. complete.

53 Providing & fixing “FLOOD GUAGE POST ” on causeway / Dip 14.00 No. 1955.36

having (channel size 100 x 50 mm) i.e. C.C. 1:2:4 in headwall i.e.

painting & lettering with ordinary paint colour as per instruction of

engineer in charge.

54 Hazard Marker Sign :- Providing and fixing sign boards made out 54.00 No. 3666.30

of 2mm aluminium sheet / 4mm ACP (Aluminum composite

panel) size 90 x 30 cms. 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 Micro Prismatic Grade retro

reflective sheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 1.8mtr long stand post of 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

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

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

under the supervision of engineer in charge. A warranty for

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-C Type-11 Retro Reflective sheeting

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

55 Village Name / Bump Ahead Sign :- Providing and fixing sign 42.00 No. 5045.36

boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite panel) size 90 x 60 cms. 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 Micro Prismatic Grade

retro reflective sheeting of Type-11 as per ASTM D- 4956 and

latest M.O.S.T. specifications; 3.3mtr long stand post of 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/letters / 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 10 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-C Type-11 Retro Reflective sheeting

56 Excavation for foundation up to 1.50 mt. depth including sorting 6174.12 Cum 142.82

out and stacking of useful material and disposing off the

excavated stuff within all lead and lift for all sorts of soil.

57 Excavation for foundation up to 1.50 mt. depth including sorting 1953.58 Cum 284.69

out and stacking of useful material and disposing off the

excavated stuff within all lead and lift (D) Soft rock not requiring

58 Providing and casting in situ ordinary cement concrete M-150 mix 8045.75 Cum 3668.54

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

V-groove (A) height 0.0 to 5.0 mt.

59 Providing and fixing Guard stone as per I.R.C. type design 1039.00 No. 350.80

including white washing etc. complete (i) Fixing in C.C. 1:5:10.

60 Filling available excavated earth (excluding rock) in trenches, 4506.00 Cum 137.47

plinth, sides of foundation etc. in layer not exceeding 20 cm in

depth consolidating each deposited layer by ramming and

watering etc. complete.

61 Supplying and fixing ISI reinforced concrete heavy duty non- 637.50 Rmt. 13368.44

pressure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of class NP4 of

following internal diameters.(vi) 1800 mm dia.

62 Providing and casting in situ ordinary cement concrete M-150 mix 264.75 Cum 3730.76

for av. 75 mm thick wearing coat laid as directed including

tamping, vibrating, finishing, curing and filling in joints with

bitumen complete.

63 Providing and placing in position I.S.I. mark T.M.T. bar 22.066 Tonn 73858.69

reinforcement of grade Fe-500D including cutting, bending, e

hooking, tying etc.complete as per detailed drawing &

specification for the following. (A) For Temperature Steel Req. :

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

64 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 12.00 No. 279.69

marble stone set in C.C. 1:4 including finishing and engraving

letters etc. complete

65 Sign Board per square Meter :- Providing and fixing sign boards 24.00 No. 7615.38

made out of 2mm aluminium sheet; size 1 Meter x 1 Meter as as

per the design given by engineer in charge 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 may be fabricated

either from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x

5mm & 75 x 75 x 6mm as required painted with best quality epoxy

coatings in black and white bends. the details of symbol or

inscription / numerals for each board shall be as per the

instruction of engineer.

66 Providing and casting in situ ordinary cement concrete M-300 for 66.00 Cum 5332.42

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

laying, vibrating, ramming and curing complete.

67 Providing and casting in situ controlled cement concrete M-300 for 93.00 Cum 5880.92

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

finishing complete.

68 Providing and placing in position I.S.I. mark Fe-500D 13.501 M.T. 73243.02

reinforcement including cutting, bending, hooking, and tying

complete as per detailed drawing. (A) Solid Slab.

69 Demolition including stacking of serviceable materials and 18.50 Cum 1108.13

disposal of unserviceable materials with all lead and lift. (i) R.C.C.

70 Demolition of Brick work and stone masonry including stacking of 32.63 Cum 576.30

serviceable materials and disposal of unserviceable materials with

all lead and lift. (ii) In Cement Mortar.

71 Dismentaling the existing structure including removing and 455.00 Cum 924.03

stacking the dismentelled materials as and where directed. (A)

R.C.C. Work.

72 Dismentaling the existing structure including removing and 245.00 Cum 406.44

stacking the dismentelled materials as and where directed. (B)

Rubble Masonry

73 Supplying and fixing reinforced concrete heavy duty non-pressure 260.00 Rmt. 4684.38

pipes with collars for culverts including setting and joining the

pipes in C.M. 1:2 watering and laying (to level or slopes) of I.S.

class NP-3 of 900mm internal diameter.

74 Providing, laying and rolling 25 mm thick open graded premixed 80.00 M.T. 2514.55

bituminous carpet with B.T. aggregate as specified and using

bitumen (VG-30) for mixing with aggregate 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 vibratory roller as per MORTH specification

including necessary firewood, oil, lubricants, labour charges etc.

using contractor's own drum mix plant and equipment, tools etc.

completed in accordance with the requirement of specification.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

75 Providing and laying seal coat with B.T. aggregate as specified 46.00 M.T. 2960.02

using aggregate at the rate of 0.18 cum/10 Sqmt and bitumen

grade (VG-30) for mixing with aggregate at the rate of 4.50% i.e.

45.00 kg/M.T. of total mix including heating and mixing in drum

mix pant, spreading the same with paver finisher and

consolidation with vibratory roller including necessary firewood,

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

mix plant and equipment, tools etc. complete in accordance with

the requirement of specification.

76 Providing and laying evenly tack coat using rapid setting emulsion 1502.00 Sq.m. 16.34

(RS-1) materials at the rate of 2.50 Kg / 10 Sq.M. on road surface

using emulsion pressure sprayer including the cost of all labour,

materials, heating, machinery & equipment etc. complete.

77 Providing and laying evenly tack coat using rapid setting emulsion 1502.00 Sq.m. 15.93

(RS-1) materials at the rate of 4.00 Kg / 10 Sq.M. on road surface

using emulsion pressure sprayer including the cost of all labour,

materials, heating, machinery & equipment etc. complete.

TOTAL Rs.

i.e. Rs. Twelve Crore Ninety Nine lacs Ten thousand Six hundred Thirty Six and Eighty Eight 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 reused and dismantalled materials of amount of Rs. 19,00,152.22 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,

Limkheda Dahod Dahod