Construction of Minor Bridge on Barela Nasikpur Road at Ch. 2/300 Ta. Santrampur Dist. Mahisagar.

No. figures Amount

1 Excavation for foundation in sand, gravel, clay soft soils and 1290.11 Cum 523.29

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 983.07 Cum 613.92

murrum etc. including shoring, strutting dewatering as necessary

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

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

3 Excavation for foundation in sand, gravel, clay soft soils and 49.17 Cum 661.44

murrum etc. including shoring, strutting dewatering as necessary

and disposing of the excavated stuff as directed. (C) Depth from

6.0 mt. to 9.0 mt. and lead upto 100m considering for.

4 Providing and laying in foundation with ordinary cement concrete 64.53 Cum 3711.46

M-15 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

5 Diversion of water course / providing coffer dam and bund or 3.00 No. 10100.00

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.

6 Providing and casting in situ controlled cement concrete M-30 for 547.71 Cum 4739.36

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

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

Abutment, 2. Pier)

7 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 77.000 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.

8 Providing and casting in situ controlled cement concrete M-30 for 338.22 Cum 5346.99

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.

9 Providing and casting in situ controlled cement concrete M-30 for 156.81 Cum 5664.59

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

10 Providing and casting in situ controlled cement concrete M-30 mix 91.10 Cum 5426.37

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.

11 Providing and laying in position I.S.I. mark Fe-550D (T.M.T.) 76.200 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.

12 Providing and laying weep hole in abutment and returns by using 276.00 No. 88.36

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

the completed as per detailed specification.

13 Providing and casting in situ controlled cement concrete M-300 for 302.400 Cum 5611.58

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

finishing complete.

14 Providing and placing in position I.S.I. mark Fe-550D T.M.T. bar 24.190 M.T. 73243.02

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing. (i) Solid slab (ii) Deck slab.

15 Providing and casting in situ controlled cement concrete M-400 for 36.75 Cum 5578.46

average 100mm thick wearing coat laid as directed including

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

bitumen complete.

16 Reinforced cement concrete crash barrier (Provision of an 98.00 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).

17 Providing P.V.C. 100mm diameter water spout including 16.00 No. 159.37

necessary iron grating as per drawings.

18 Providing and casting in situ controlled cement concrete M-150 for 10.58 Cum 3723.30

approach slab including form work, curing and finishing complete.

19 Providing and casting in situ controlled cement concrete M-30 for 21.17 Cum 5278.15

approach slab including form work, curing and finishing complete.

20 Providing and fixing in position steel bar reinforcement of steel 5.79 M.T. 73243.02

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.

21 Providing and laying filter media 600 mm thick as directed at back 170.49 Sq.m. 1268.87

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

(Return wall)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

22 Providing and filling sand behind abutment & between returns in 96.02 Cum 478.83

layers as directed etc. complete.

23 Providing and laying pitching on slopes laid over prepared filter 57.70 Cum 1051.41

media including boulder apron laid dry in front of toe of

embankment complete as per drawing and technical

specifications.

24 Providing and laying Filter material underneath pitching in slopes 28.85 Cum 877.69

complete as per drawing and Technical specification.

25 Providing and fixing 2 mm thick corrugated copper plate in metal 42.00 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

26 Providing and laying in foundation with ordinary cement concrete 695.97 Cum 3711.46

M-15 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

27 Providing fusion bonded epoxy coating not less than 175 micron 54.95 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.

28 Providing fusion bonded epoxy coating not less than 175 micron 128.23 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.

29 Providing and laying BIS and CE certified polypropylene extruded 75.60 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.

30 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 36.00 No. 450.46

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

detailed drawing including cutting, bending and welding complete.

31 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 36.00 No. 528.23

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

detailed drawing including cutting, bending and welding complete.

32 Clearing and grubbing road land including uprooting wild 0.120 Hect. 28393.04

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

33 Box cutting the road surface to proper slope and camber for 963.75 Cum 109.42

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.

34 Providing, laying and spreading Granular sub base (Grade-I) by 542.00 Cum 1091.81

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.

35 Providing & laying compacted WBM Grading-II using MCBT metal 482.00 Cum 1577.62

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.

36 Earthwork for embankment including breaking clods, dressing 3839.00 Cum 190.11

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

and consolidation from borrow pits within land width.

37 Providing and laying compacted of specified quarry spaull in side 120.00 Cum 404.00

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc.

38 Providing and filling in foundation with ordinary cement concrete 286.00 Cum 3341.16

1:3:6 (1 cement : 3 coarse sand : 6 crushed stone aggregate

20mm nominal size) mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

39 Providing and casting in situ ordinary cement concrete M-250 mix 573.00 Cum 4631.86

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

and filling in joints with bitumen complete.

40 Providing and fixing I.S.I. mark T.M.T. Bar Fe-550D reinforcement 8800.00 Kg. 77.29

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

complete upto floor two level.

41 Hazard Marker Sign :- Providing and fixing sign board made out of 2.00 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

42 Direction sign (Junction board) :- Providing and fixing sign boards 2.00 No. 6375.50

made out of 2mm aluminium 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 (2 Nos.)

stand post and frame fabricated from suitable size iron angle of

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 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)

43 Citizen's Information Board : Providing and fixing of typical 1.00 No. 24157.18

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).

44 Road marking with hot applied thermoplast compound with 120.00 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.

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

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.

46 Cautionary Warning Sign :- Providing and fixing sign board made 4.00 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,

reflectorized 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

47 Informatory Warning Sign :- Providing & fixing sign boards made 2.00 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, reflectorized 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

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).

48 Excavation for foundation up to 1.50 mt. depth including sorting 261.00 Cum 122.94

out and stacking of useful material and disposing off the

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

49 Providing and laying in foundation with ordinary cement concrete 27.00 Cum 3341.16

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

50 Providing and casting in situ ordinary cement concrete M-150 mix 288.00 Cum 3917.79

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.

51 Providing and fixing Guard stone as per I.R.C. type design 80.00 No. 350.81

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

52 Filling available excavated earth (excluding rock) in trenches, 131.00 Cum 136.92

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

depth consolidating each deposited layer by ramming and

watering etc. complete.

53 Supplying and fixing reinforced concrete heavy duty non-pressure 15.00 Rmt. 4710.56

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-4 of 900mm internal diameter.

54 Providing, laying and rolling 25 mm thick open graded premixed 16.00 M.T. 3798.61

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.

55 Providing and laying seal coat with B.T. aggregate as specified 9.00 M.T. 4624.79

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

56 Providing and laying tack coat with bitumen emulsion (RS-1) at 300.00 Sq.m. 31.72

the rate of 4.00 Kg / 10 Sq.M. on the prepare bituminous surface

etc. complete as directed with all labour and materials.

TOTAL Rs.

i.e. Rs. Three Crore Sixty Five lacs Sixty Eight thousand Fifty Five and Twelve 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 dismantalled materials of amount of Rs. 1,99,968.30 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,

Santrampur Mahisagar (Lunawada) Mahisagar (Lunawada)