Resurfacing and Strengthening of Umber Singalgadh Kenpur Road Km. 0/00 to 8/70 Ta. Santrampur Dist. Mahisagar.

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 3.50 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 and Cum

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 2886.38 Cum 134.13

3 Earthwork for embankment including breaking clods, dressing with 20848.00 Cum 166.54

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 2310.00 Cum 22.96

including filling in depressions which occur during the process.

5 Construction of compacted granular sub base (Grade-I, Crushed B 563.00 Cum 1515.00

T materials of 53 mm to 26.5 mm @ 35%, 26.5 mm to 4.75 mm @

45%, Below 2.36 mm @ 20%) by providing close graded material,

mixing in a mechanical mix plant at OMC, carriage of a mix

material to work site, spreading uniform layers with motor grader

on prepared surface and compacting with vibratory power roller to

achieve desire density, complete clause as per

6 Scarifying gravelled macadam or bitumen macadam surface upto 22000.00 Sq.m. 41.60

full B.T. depth including stacking useful materials on road side and

disposing off remaining stuff.

7 Providing & laying compacted WBM Grading-II using MCBT metal 4688.00 Cum 1943.24

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)

8 Providing and laying compacted of specified murrum in side 1729.00 Cum 418.14

shoulders including carraige of material and spreading on

prepared base including compacting as per MORTH specification

etc. complete.

9 Providing and laying evenly tack coat using rapid setting emulsion 27500.00 Sq.m. 21.37

(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. complete.

10 Providing and laying evenly tack coat using rapid setting emulsion 64335.00 Sq.m. 13.55

(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. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

11 Providing and laying bituminous grout 37.5mm thick with asphalt 3658.00 M.T. 2320.98

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

12 Providing & laying 37.50 mm thick compacted bitumen macadam 3881.00 M.T. 2999.70

using B.T. chips aggregate as specified and mixing binder asphalt

grade of (VG-30) at the rate of 3.40% by total weight of mix

including heating and mixing in drum mix plant and spreading the

same with sencer 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. completed in accordance with the requirement of specification.

13 Providing and laying 25 mm thick Semi Dense Bituminous 2714.00 M.T. 3698.52

Concrete with B.T. aggregate as per MORTH gradation asphalt

grade VG-30 for mixing @ 50.00 Kg. / M.T. including heating and

mixing the aggregate and asphalt by continuous of drum mix plant

and hot laid process laying with paver finisher and consolidation

with roller as per MORTH specification to achieve desire density,

including cost all materials equipments, tools and plants, oil,

kerosene, firewood, labour charges etc. complete using

contractor's own machineries drum mix plant and paver finisher

etc. complete.

14 Providing and filling in foundation with ordinary cement concrete M- 561.80 Cum 3341.15

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

15 Providing and casting in situ controlled cement concrete M-250 for 750.00 Cum 5259.07

CC Road pavement including formwork curing and finishing

16 Providing and casting in situ ordinary cement concrete M-250 for 35.00 Cum 4842.53

average 75mm thick wearing coat laid as directed including

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

17 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 directed.

18 Providing and placing in position I.S.I. mark Fe-500D T.M.T. bar 16.90 M.T. 73858.69

reinforcement for the following items including cutting, bending,

hooking and tying complete as per detailed drawing.

19 Providing & fixing “FLOOD GUAGE POST ” on causeway / Dip 2.00 No. 2118.16

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.

20 Providing & fixing “FLOOD WARNING POST” on causeway / Dip 2.00 No. 3939.40

having rectangular size (1.20 mtr. x 0.90 mtr.) 20.00 Gauge thick

M.S. Plate & 2.90 mtr. deep double angle 60 x 60 x 6 mm size

including fitting the M.S. Plate in double angle 30 x 30 x 6 mm size

painting & lettering with ordinary paint colour as per instruction of

engineer in charge. (fixing in C.C. 1:2:4)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

21 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 9.00 No. 704.33

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.)

22 Providing and fixing Hectometer stone as per I.R.C. type design 35.00 No. 356.50

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

23 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

24 Direction (Junction) Sign :- Providing and fixing sign boards made 1.00 No. 21287.51

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

panel) size 244 x 122 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-4 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm; painted with best quality

epoxy coatings in black and white bends. The details of symbol 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

cms. for each leg including excavation, curing etc. complete under

the supervision of engineer in charge. A warranty for 7 years for

the retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party test lab for

the product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

25 Regulatory / Mandatory Sign :-Providing and fixing sign boards 2.00 No. 3540.12

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

composite panel) size 60 cms dia. Circle as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching; coated

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

paint reflectorised with Micro Prismatic Grade retro reflective

sheeting of Type-4 as per ASTM D- 4956 and latest M.O.S.T.

Specifications; 3.6mtr 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 45 x 60 cms.

for each leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years for the

retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab for the

product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

26 Village Name Sign :- Providing and fixing sign boards made out of 2.00 No. 6397.43

2mm aluminium sheet / 4mm ACP (Aluminum composite panel)

size 90x60 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-4 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 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. (B) Class-B Type-4 Retro Reflective sheeting

27 Citizen's information Board :- Providing and fixing of typical 1.00 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.

28 Hazard Marker Sign :- Providing and fixing sign board made out of 12.00 No. 2423.74

2mm aluminium sheet size 90 x 30 cms. rectangle as per the

design / drawing attached (IRC) pretreated with phospheting &

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

of best quality epoxy paint reflectorised with retro reflective

sheeting as per latest M.O.S.T. specification, 3.1m long stand post

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

3mm & 50 x 50 x 5mm painted with best quality epoxy coatings.

The fixing at site shall be in 1:2:4 C.C. block of size 45 x 45 x

60cms for each leg including excavation curing etc. complete

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

29 STOP Sign :- Providing and fixing sign boards made out of 2mm 2.00 No. 6704.36

aluminium sheet / 4mm ACP (Aluminum composite panel) size

cms. Octagonal 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

High Intensity Prismatic Grade retro reflective sheeting of Type-4

as per ASTM D-4956 and latest M.O.S.T. specifications 3.6mtr

long stand post of iron angle 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 45 x 60 cms. for each leg including

excavation, curing etc. complete under the supervision of engineer

in charge. A warranty for 7 years for the retro reflective sheeting

from original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

30 Road marking with hot applied thermo plastic paint with 1846.00 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 130 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.

31 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 987.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

32 Cautionary Warning Sign :- Providing and fixing sign boards made 18.00 No. 3906.19

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

panel) size 90 x 90 x 90 cms. equilateral triangle as per design of

IRC-67-2012. Pre treated with phospheting process & acid

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

best quality epoxy paint reflectorised with Micro Prismatic grade

retro reflective sheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 3.6mtr 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 45 x

cms. for each leg including excavation, curing etc. complete under

the supervision of engineer in charge. A warranty for 7 years for

the retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party test lab for

the product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

33 Supply & fixing logo board of specified LOGO board as per 1.00 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.

34 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 700.00 Rmt. 3001.72

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.

35 Excavation for foundation up to 1.50 mt. depth including sorting 561.00 Cum 233.25

out and stacking of useful material and disposing off the

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

36 Providing and casting in situ ordinary cement concrete M-150 mix 938.00 Cum 3917.21

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.

37 Supplying and fixing ISI reinforced concrete heavy duty non- 52.50 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.

38 White washing with lime on wall surface (two coats) to give an 175.00 Sq.m. 12.70

even shade including thoroughly brooming the surface to removed

all dirt, dust mortar drops and other foreign matter.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

39 Providing and maintaining a road diversion for traffic during the 4.00 No. 2020.00

work in progress till completion of work including providing red

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

40 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 4.40 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.

41 Providing and laying filter media 600mm thick as directed at the 1125.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

42 Providing and filling sand behind abutments and between side 2340.00 Cum 467.68

walls of box returns in layers as directed.

43 Excavation for foundation in sand, gravel, clay soft soils and 2393.00 Cum 511.11

murrum etc. including shoring and strutting and dewatering as

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

Depth up to 3.0 mt.

44 Excavation for foundation in hard murrum and boulders and very 669.00 Cum 611.32

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

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

45 Excavation in large boulders and soft rock by welding including 602.00 Cum 716.55

shoring and strutting and dewatering as necessary and disposing

of the excavated stuff as directed.

46 Diversion of water course, providing cofferdam and bund or island 6.00 No. 3030.00

as may be necessary for foundation and maintaining the same for

the period as may be necessary. (B) Diversion by cofferdam /

47 Providing and fixing dowel bars of minimum 32mm dia. for 346.00 Rmt. 450.07

anchoring drilling holes in foundation strata including necessary

bending, hooking of dowel bars and grouting the holes complete

as per detailed drawing and as directed.

48 Providing and filling in foundation with ordinary cement concrete M- 112.00 Cum 3711.19

150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

49 Providing and casting in situ controlled cement concrete M-20 mix 1984.00 Cum 4615.20

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete with V-

50 Providing and filling trenches including Labour charges - excavator 26.00 Cum 3653.31

in rocky strata with ordinary cement concrete M-150.

51 Providing and casting in situ controlled cement concrete M-20 mix 1680.00 Cum 5222.12

and providing necessary pin headers including centering,

shuttering, scaffolding, laying, vibrating, curing and complete with

V-Grooves. (A) Height from 0.0 to 5.0 mt.

52 Providing and casting in situ controlled cement concrete M-20 mix 250.43 Cum 5548.21

and providing necessary pin headers including centering,

shuttering, scaffolding, laying, vibrating, curing and complete with

V-Grooves. (B) Height from 5.0 to 10.0 mt.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

53 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 66.70 M.T. 83666.09

reinforcement including providing fusion epoxy coating not less

than 175 micron thickness and upto 300 micron to reinforcement

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

coating at plant and all taxes and transporting to the site from

factory, cutting, bending and tying complete as per detailed

drawing and specification for various structural components.

54 Providing and casting in situ controlled cement concrete M-200 for 45.00 Cum 5302.20

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

controlled cement concrete M-250 bed block or pedestals of

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding wherever necessary laying, vibrating, curing

and finishing complete.

55 Providing and fixing in position tar paper bearings as per detailed 1.00 Lump 2525.00

design and drawings and specifications etc.complete

56 Providing & laying weep hole in abutments and returns by using 1125.00 No. 86.73

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

jointing the completed as per detailed specification.

57 Providing and casting in situ controlled cement concrete M-250 for 521.00 Cum 5452.98

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

finishing complete.

58 Providing and laying of a strip seal expansion joint catering to 42.00 Rmt. 2057.37

maximum horizontal movement upto 70mm complete as per

drawing and standard specifications to be installed by the

manufacturer suppliers or their authorised representative ensuring

compliance to the manufacture's instruction for installation.

59 Providing and casting in situ controlled cement concrete M-450 for 56.40 Cum 6722.64

average 100 mm thick wearing coat laid as directed including

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

bituminous complete.

60 Providing and casting in situ controlled cement concrete M-250 for 30.60 Cum 4970.00

kerb / kerb block including form work, finishing etc.complete as per

specifications.

61 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 30.00 No. 341.29

cap or abutments caps for anchorage in fixed end as per detailed

drawings including cutting, bending and welding complete.

62 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 30.00 No. 399.70

cap for anchorage in free end as per detailed drawings including

cutting, bending and welding complete.

63 Provision of an Reinforced cement concrete crash barrier at the 136.00 Rmt. 8289.07

edges of the road, approaches to bridge structure, constructed

with M-450 grade concrete with Fe-550D reinforcement coating

with fusion bonded epoxy coating not less than 175 micron

thickness and upto 300 micron to reinforcement bars as per IS-

13620-1993/ASTM-775 M including testing of coating at plant and

transporting to the work site, bar conforming to IS:1786, with

asphalt filler joint at every 10 meter and painting on concrete

surface 15cm yellow and black alternative as per detailed drawing

and Engineer in charge.

64 Providing P.V.C. 100mm diameter water spouts including 40.00 No. 159.37

necessary iron gratings as per drawings.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

65 Providing and casting in situ controlled cement concrete M-250 for 23.00 Cum 5259.22

approach slab including form work, curing and finishing complete.

66 Supplying and fixing reinforced concrete heavy duty non-pressure 80.00 Rmt. 1053.39

pipes with collars for culverts including setting and joining the

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

/ 1971 Class NP4 casted by vertically vibrated technology of

following internal diameters. (i) 300mm dia.

67 Filling around the pipes with murrum including dressing, tampering 22.00 Cum 88.53

etc. complete.

68 Dismentaling the existing structure including removing and 101.00 Cum 930.35

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

R.C.C. work.

69 Dismentaling the existing structure including removing and 390.00 Cum 409.22

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

Rubble Masonry

70 Filling available excavated earth (excluding rock) in trenches, 300.00 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.

TOTAL Rs.

i.e. Rs. Nine Crore Eighty One lacs Eighty thousand Five hundred Eighty Two and Thirty 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. 65400.00 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