Construction of Minor Bridges on various roads of Santrampur Taluka under MMGSY 2024-25 (Tribal) Package No. 29 (Total 3 Roads) Dist. Mahisagar.

No. figures Amount

1 Box cutting the road surface to proper slope and camber for 600.60 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.

2 Providing, laying and spreading Granular sub base (Grade-I) by 422.00 Cum 1219.46

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.

3 Providing & laying compacted WBM Grading-II using MCBT 268.00 Cum 1748.18

metal 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.

4 Earthwork for embankment including breaking clods, dressing 8844.25 Cum 188.99

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

and consolidation from borrow pits within land width.

5 Providing and laying compacted of specified quarry spaull in side 32.00 Cum 988.03

shoulder including carriage of material and spreading on

prepared base including compacting as per MORTH specification

etc. complete.

6 Providing and filling in foundation with ordinary cement concrete 180.00 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

7 Providing and casting in situ ordinary cement concrete M-250 mix 360.00 Cum 4657.11

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

and filling in joints with bitumen complete.

8 Providing and fixing I.S.I. mark T.M.T. bar Fe-550D 8575.00 Kg. 76.91

reinforcement for R.C.C. work including binding, bending and

placing in position complete upto floor two level.

9 Supplying, fixing and joining reinforced concrete heavy duty non- 100.00 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 NP-4 of

300mm internal diameter.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Hazard Marker Sign :- Providing and fixing sign board made out 6.00 No. 2423.74

of 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).

11 Direction sign (Junction board) :- Providing and fixing sign boards 6.00 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)

12 Citizen's Information Board : Providing and fixing of typical 3.00 No. 24011.74

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).

13 Road marking with hot applied thermoplast compound with 81.00 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.

14 Supply & fixing logo board of MMGSY diamond size (600mm x 3.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

15 Cautionary Warning Sign :- Providing and fixing sign board made 10.00 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

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).

16 Informatory Warning Sign :- Providing & fixing sign boards made 6.00 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 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).

17 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 80.00 Rmt. 3354.21

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

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 810)

18 Cat Eye/ Road Stud/ RPM :- Supplying of moulded Twin shanks 26.00 No. 326.23

Raised pavement markers made of Polycarbonate and ABS

moulded body and reflective panels with micro prismatic lens

capable of providing total internal reflection of the light entering

the distance and shall support a load of 13635 Kgs. tested in

accordance to ASTM-D 4380 Type H and complying to

specifications of Category - A of MORTH circular No.

RW/NH/33023/10-97-DO in Dt. 11.06.1997. The height, width

and length shall not exceed 20mm, 130mm and 130mm and

width minimum reflective area of 13 Sq.cm on each side and

slope to the base shall be 35 +/- 5 degrees. The strength of

detachment of the integrated cylindrical shanks (of diameter not

less than 19 +/- 2 mm) and height not less than 30+/-2mm) from

the bode is to be a minimum valve 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 manufacture's

recommendations and the colour of the marker should be as per

the IRC 35-2005 and as directed by engineer in charge.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

19 Excavation for foundation up to 1.50 mt. depth including sorting 838.00 Cum 149.08

out and stacking of useful material and disposing off the

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

20 Providing and filling in foundation with ordinary cement concrete 65.00 Cum 3105.12

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

21 Providing and casting in situ ordinary cement concrete M-150 mix 1182.00 Cum 3678.42

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.

22 Providing and fixing Guard stone as per IRC type design 140.00 No. 349.11

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

23 Filling available excavated earth (excluding rock) in trenches, 649.00 Cum 133.69

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

depth consolidating each deposited layer by ramming and

watering etc. complete.

24 Providing and laying filter media 600 mm thick as directed at 964.44 Sq.m. 1247.98

back of abutment, returns and wing walls as per detailed

specifications.

25 Providing and filling sand behind abutment & between returns in 591.62 Cum 467.68

layers as directed etc. complete.

26 Providing flood gauge marks on sub structure as per design 14.02 Rmt. 163.02

including painting complete.

27 Providing masonary steps with cement pointing on approaches 333.30 Steps 230.50

as directed.

28 Providing fusion bonded epoxy coating not less than 175 micron 77.97 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 181.93 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 Demolition including stacking of serviceable materials and 1803.18 Cum 1068.76

disposal of unserviceable material with all lead and lift (1) RCC

31 Excavation for foundation in sand, gravel, clay soft soils and 2688.08 Cum 514.10

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.

32 Providing and casting in situ ordinary cement concrete M-150 for 120.33 Cum 3727.15

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

laying, vibrating, ramming and curing complete.

33 Providing and casting in situ controlled cement concrete M-300 954.11 Cum 5570.12

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

laying, vibrating, ramming and curing complete.

34 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 81.457 M.T. 73656.44

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing for foundations.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

35 Providing and casting in situ controlled cement concrete M-300 734.69 Cum 5812.05

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

scaffolding wherever necessary laying, vibrating, curing and

finishing complete. (A) Height from 5.0 mt. to 10.0 mt. (1) Piers &

Caps (2) Abutment & caps (3) R.C.C. returns.

36 Providing and laying in position I.S.I. mark Fe-550D (T.M.T.) bar 142.159 M.T. 74331.96

reinforcement including cutting, bending, hooking and tying

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

Abutment & (C) R.C.C. return.

37 Providing and laying weep hole in abutment and returns by using 879.00 No. 86.27

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

the completed as per detailed specification.

38 Providing and casting in situ or precast controlled cement 289.80 Cum 7808.42

concrete M-350 for prestressed concrete work in super structure

including centering, shuttering, curing, scaffolding, ramming,

vibrating, finishing and launching or shifting complete (i) Solid

39 Providing and placing in position I.S.I. mark Fe-550D T.M.T. bar 44.712 M.T. 74482.12

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing. (B) T-Beam and deck slab type

of super structure (i) Solid slab.

40 Providing C.I. 100mm diameter water spout including necessary 16.00 No. 912.40

iron grating as per drawings.

41 Providing and casting in situ controlled cement concrete M-40 for 59.50 Cum 5718.20

average 100mm thick wearing coat laid as directed including

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

bitumen complete.

42 Reinforced cement concrete crash barrier (Provision of an 139.20 Rmt. 9808.12

Reinforced cement concrete crash barrier at the edges of the

road, approaches to bridge structures and medians, constructed

with M-40 grade concrete with T.M.T. Fe-550D reinforcement

conforming to IRC:21 and dowel bars 25 mm dia., 450 mm long

at expansion joints filled with pre-moulded asphalt filler board as

per drawing having bottom size of 450mm, top 225mm and Ht.

1100mm all locations directed by the Engineer.

43 Providing and casting in situ controlled cement concrete M-150 29.97 Cum 4738.63

for approach slab including form work, curing and finishing

complete. and casting in situ controlled cement concrete M-200

44 Providing 59.94 Cum 5153.49

for approach slab including form work, curing and finishing

45 Providing pre-moulded asphalt filler joints as per drawings (A) 40.32 Sq.m. 703.53

46 Filling around pipes with murrum including dressing, tampering 2254.22 Cum 88.53

etc. complete (Soil cone pitching)

47 Providing panel wall for dry stone pitching in uncoursed rubble 529.98 Cum 2650.76

masonary with hard stone of approved quality in cement mortar

1:3 including curing etc. complete.

48 Providing and laying Filter material underneath pitching in slopes 1766.60 Cum 1239.35

complete as per drawing and Technical specification.

49 Providing and casting in situ ordinary cement concrete M-150 mix 149.22 Cum 3793.64

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

50 Providing and casting in situ ordinary cement concrete M-250 for 51.00 Cum 4720.93

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

laying, vibrating, ramming and curing complete.

51 Providing and casting in situ controlled cement concrete M-250 374.00 Cum 4720.93

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

scaffolding wherever necessary laying, vibrating, curing and

finishing complete. (A) Height from 0.0 mt. to 5.0 mt. (1) Piers (2)

Abutment (3) R.C.C. returns.

52 Providing and casting in situ controlled cement concrete M-250 9.00 Cum 5407.93

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

controlled cement concrete M-300 bed block or pedestal of

required size below bearing as per detailed drawing, centering,

shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

53 Providing and casting in situ controlled cement concrete M-250 76.00 Cum 5452.98

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

finishing complete.

54 Providing P.V.C. 100mm diameter water spout including 4.00 No. 159.37

necessary grating as per drawing 0.50 per length.

55 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 8.00 No. 341.29

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

detailed drawing including cutting, bending and welding complete.

56 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 8.00 No. 399.70

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

detailed drawing including cutting, bending and welding complete.

57 Reinforced cement concrete crash barrier (Provision of an 36.00 Rmt. 3353.20

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).

58 Removal of NP2 - 900mm dia. pipe including stacking 7.50 Rmt. 60.60

serviceable material on site of work as directed.

59 Supplying and fixing reinforced concrete heavy duty non-pressure 45.00 Rmt. 6595.90

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 1200mm internal diameter.

60 Providing, laying and rolling 25 mm thick open graded premixed 30.00 M.T. 2765.72

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

61 Providing and laying seal coat with B.T. aggregate as specified 18.00 M.T. 3218.87

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.

62 Providing and laying evenly tack coat using rapid setting 564.00 Sq.m. 18.38

emulsion (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.

TOTAL Rs.

i.e. Rs. Five Crore Ninety Nine lacs Seventy One thousand Eight hundred Seventy Four and Fifty Five

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. 8,69,489.66 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 Mahisagar