Resurfacing and Strengthening of various Roads of Santrampur Taluka under Budget Lump Provision-2025-26 (Tribal) Package No. 15 (Total 2 Roads, Length 8.00 Km.) Dist. Mahisagar

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 3.20 Hect. 28455.09

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.

2 Earthwork in cutting including preparing the slope and camber Cum

and stacking or utilizing the cutting stuff in spoil bank as directed

upto 200 meters from the end of cutting with all lead and lift.

(A) All sorts of soil and soft murrum 2480.63 Cum 134.13

3 Earthwork for embankment including breaking clods, dressing 2886.00 Cum 166.54

with all lead and lift and including watering, rolling and

consolidation of subgrade in layers at O.M.C. to required dry

density including filling the depression which occur during the

process using power roller 8T to 10T.(C) From Borrow area

within all lead and lift. (With minimum 6% CBR)

4 Rolling and watering of earthwork in layers with power roller 1985.00 Cum 22.96

including filling in depressions which occur during the process.

5 Scarifying gravelled macadam or bitumen macadam surface 15000.00 Sq.m. 41.60

upto full B.T. depth including stacking useful materials on road

side and disposing off remaining stuff.

6 Providing & laying compacted WBM Grading-II using MCBT 2063.00 Cum 1991.43

metal of size 45mm to 63mm in required layers including using

16% stone screening, 13.2mm size and 8% stone dust as filler

including spreading watering & consolidation by vibratory roller

etc. complete. (in required layers)

7 Providing and laying compacted of specified murrum in side 1800.00 Cum 418.14

shoulders including carraige of material and spreading on

prepared base including compacting as per MORTH specification

etc. complete.

8 Providing and laying evenly tack coat using rapid setting 15000.00 Sq.m. 27.61

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 and equipment etc.

9 Providing and laying evenly tack coat using rapid setting 38813.00 Sq.m. 19.03

emulsion (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 and equipment etc.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying bituminous grout 37.5mm thick with asphalt 2153.00 M.T. 2778.74

of grade of VG-30 at the rate of 1.99% by weight of mix using

B.T. chips of required gradation including cleaning and heating

asphalt premix materials by hot mix process in proper gradation

and laying with paver finisher and consolidation by roller of 8 to

10 tonnes as per MORTH specification including cost of all

materials, asphalt, aggregates, labour charges, royalty charges

etc. completed as directed.

11 Providing, laying and rolling 25 mm thick open graded premixed 1448.00 M.T. 3704.86

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

bitumen grade 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 power 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.

12 Providing and laying seal coat with B.T. aggregate as specified 754.00 M.T. 4418.03

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.

13 Providing and filling in foundation with ordinary cement concrete 683.00 Cum 3341.15

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

14 Providing and casting in situ controlled cement concrete M-250 563.00 Cum 5259.07

for CC Road pavement including formwork curing and finishing

15 Providing Trimix Machine for levelling smooth, finishing including 3750.00 Sq.m. 60.60

channel fixing electric supply etc and dewatering of excess water

through vaccum pump including transporting for machine

including expansion joints filling asphalt filler etc. complete as

16 Providing and placing in position I.S.I. mark Fe-500D T.M.T. bar 15.00 M.T. 73858.69

reinforcement for the following items including cutting, bending,

hooking and tying complete as per detailed drawing.

17 Providing and fixing ordinary kilometer stone of precast C.C. 9.00 No. 704.33

1:2:4 including necessary reinforcement as per I.R.C. type design

in C.C. 1:4:8 including painting, lettering etc. complete (For O.D.

road V.R.)

18 Providing and fixing Hectometer stone as per I.R.C. type design 32.00 No. 356.50

including painting, lettering etc.complete (i) Fixing in C.C. 1:5:10

19 Providing and fixing Guard stone as per I.R.C. type design 225.00 No. 350.80

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

20 Direction sign (Junction board) :- Providing and fixing sign boards 2.00 No. 6375.49

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)

21 Regulatory / Mandatory signs : Providing and fixing sign boards 4.00 No. 3439.81

made out of 2mm aluminium sheet size 60cms. diameter circle

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

process & acid eteching, 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)

22 Village name / Bump Ahead sign :- Providing and fixing sign 4.00 No. 5045.36

board 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

reflectorised with retro reflective sheeting as per latest

M.O.R.T.H. specifications. Letters and numerals should be as

per IRC-30-1968, 310m 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

23 Citizen's information Board :- Providing and fixing of typical 2.00 No. 22258.42

MMGSY information board as per instruction. Two MS plates of

1.6 mm thick, of 900 mm x 750mm size fixed at top & bottom

duly welded with MS angles of 25 x 25 x 5 mm thick M.S plate

shall be welded by two vertical M.S flats & four horizontal M.S

flates 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes

posts duly embedded in cement concrete M-15 grade blocks of

600mm x 600mm x 75mm, 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 drawing Clause 1701 and

annexure 1700.1 (10.16) 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.

24 Hazard Marker Sign :- Providing and fixing sign board made out 32.00 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.S.T. specification, 3.1m long stand

post and frame fabricated from suitable size iron angle of 35 x

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

x 45 x 60cms for each leg including excavation curing etc.

complete under the supervision of Engineer in charge. (A)

Engineer grade (VR).

25 STOP SIGN :- Providing and fixing sing boards made out of 2mm 4.00 No. 4676.06

aluminium sheet size 90 x 90cms. rectangle as per the design of

IRC-67-1977 pretreated 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).

26 Road marking with hot applied thermo plastic paint with 1812.00 Sq.m. 367.72

reflectorising glass bend on bitumin surface. Providing and laying

of hot appllied thermo plastic compound 2.5mm thick including

reflectorising glass beads @ 250 gms. per Sqmt. area thickness

of 2.5mm is exclusive 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 color line should provide

liminance coefficient on cement road shall be min

mcd/m2/lux and asphalt road shall be min 100 mcd/m2/lux

during the service life suring day time the marking should meet

the perfomance criteria for night time reflectivity, wet reflectivity

and skid resistance as mentioned in the section of IRC 15:2015.

warranty for retro reflectivity shall be two years.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

27 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 930.00 No. 326.23

Raised 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

kgs. tested in accordance to ASTM D 4280 Type - H and

complying to Specifications of Category A of MORTH Circular

No. RW/NH/33023/ 10-97 DO III Dt 11.06.1997. The height,

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

and with minimum reflective area of 13 Sqcm on each side and

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

detachment of the integrated cylindrical shanks, (of diameter not

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

the body is to be a minimum value of 500 Kgs. 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.

28 Cautionary Warning Sign :- Providing and fixing sign board made 12.00 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

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).

29 Supply & fixing logo board of specified LOGO board as per 2.00 No. 4710.64

instructions of Engineer in charge - diamond size (600 x 600mm)

16 gauge & board plate size (900 x 250mm) 16 gauge thick M.S.

plate and 2.40 meter deep length single angle 75 x 75 x 6 mm

size including fitting and painting lettering with luminous colour as

per drawing etc. complete.

30 Type - A, "W" : Metal Beam Crash Barrier (Providing and 190.00 Rmt. 3001.72

erecting 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 810) with necessary excavation of post,

providing levelling course M-10 (size 0.65 x 0.65 x 0.10m) &

foundation concrete in M-200 (size 0.5 x 0.5 x 0.15 + 0.3 x 0.3 x

0.70) as per requirement and instruction from Engineer in charge.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

31 Diversion of water course, providing cofferdam and bund or 2.00 L.S. 5050.00

island as may be necessary for foundation and maintaining the

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

cofferdam / island.

32 Excavation for foundation up to 1.50 mt. depth including sorting 1264.00 Cum 196.37

out and stacking of useful material and disposing off the

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

33 Excavation for foundation up to 1.50 mt. depth including sorting 57.50 Cum 278.06

out and stacking of useful material and disposing off the

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

34 Providing and casting in situ ordinary cement concrete M-150 1489.50 Cum 3917.21

mix and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-grooves. (A) Height from 0.0 M. to 5.0 M.

35 Supplying and fixing ISI reinforced concrete heavy duty non- 172.50 Rmt. 6621.26

pressure 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. 458/1971 Class NP4 casted by vertically vibrated

technology of following internal diameter. (v) 1200 mm dia.

36 White washing with lime on wall surface (two coats) to give an 116.00 Sq.m. 12.70

even shade including thoroughly brooming the surface to

removed all dirt, dust mortar drops and other foreign matter.

37 Providing and maintaining a road diversion for traffic during the 3.00 No. 2020.00

work in progress till completion of work including providing red

lamps and necessary sign boards etc. complete. (For C.D.

38 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 4.18 M.T. 73858.69

reinforcement including cutting, bending, hooking and tying

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

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

39 Filling available excavated earth (excluding rock) in trenches, 617.50 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.

40 Providing and casting in situ ordinary cement concrete M-250 for 67.50 Cum 4842.53

average 100mm thick wearing coat laid as directed including

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

bitumen complete.

41 Providing and placing in position I.S.I. mark T.M.T. bar 5.90 M.T. 57846.44

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

hooking, tying etc.complete as per detailed drawing &

specification for the following.

42 Providing and fixing in position I.S.I. mark Fe-500D T.M.T. bar 4.80 M.T. 59507.49

reinforcement including cutting, bending and tying complete as

per detailed drawing for the following (A) R.C.C. kerb (B) R.C.C.

Footpath (C) R.C.C. approach slab (D) Wearing coat.

43 Providing and fixing guard stone as per I.R.C. type design 122.00 No. 104.22

including white washing etc. complete (i) Fixing in earth.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

44 Providing and fixing 20 cm x 15 cm x 2.50 cm thick year plate of 2.00 No. 279.69

marble stone plate fix in C.M. 1:4 including finishing, engraving

letters etc. complete.

45 Sign Board per square Meter :- Providing and fixing sign boards 8.00 Sq.m. 7615.38

made out of 2mm aluminium sheet size 1 Meter x 1 Meter 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 35x 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 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).

46 Dismentaling the existing structure including removing and 584.00 Cum 930.35

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

R.C.C. work.

47 Dismentaling the existing structure including removing and 64.00 Cum 409.22

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

Rubble masonary.

48 Providing & laying weep hole in abutments and returns by using 404.00 No. 86.73

A.C. / P.V.C. pipe of 100mm dia. including laying in proper grade

and jointing the completed as per detailed specification.

49 Providing and laying filter media 600mm thick as directed at the 404.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

50 Excavation for foundation in hard murrum and boulders and very 61.00 Cum 611.33

stiff or sticky, clays and other similar strata including shoring and

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

51 Providing and filling in foundation with ordinary cement concrete 14.00 Cum 3711.75

M-150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

52 Providing and casting in situ ordinary cement concrete M-150 for 23.00 Cum 3793.65

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

laying, vibrating, ramming and curing complete.

53 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 1.00 M.T. 84021.32

reinforcement including providing fusion bonded epoxy coating

not less than 175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620 1993/ASTM-775 M including

testing of coating at plant and all taxes including cutting, bending,

hooking and tying complete as per detailed drawings for the

following. (A) Piers (B) Abutments (C) R.C.C. returns.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

54 Reinforced Cement Concrete Crash Barrier (Provision of an 30.00 Rmt. 8289.07

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 Fe-550 (D)

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 with necessary priming coat

and 3 coat of painting complete with White & Black Patta as

directed by the Engineer, all as specified

55 Providing & casting in situ ordinary cement concrete M-200 mix 23.00 Cum 4287.45

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating and finishing concrete without v-

grooves (A) 0 to 5 mt.

56 Guniting concrete surface with cement mortar applied with 45.00 Sq.m. 775.68

compressor after cleaning surface and spraying with epoxy

complete as per Technical specification.

TOTAL Rs.

i.e. Rs. Four Crore Eleven lacs Fifty One thousand Four hundred Thirteen 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. 1,80,960.00 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