Construction of Rupakheda village main road to Yashodhara Arts & Commerce and Social Science College Rupakheda to Damor falia joining R.C.C. road and Slab Drain at Ch. 0/00 to 0/450 Ta. Jhalod Dist. Dahod

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 0.20 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 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 1795.50 Cum 137.33

(B) Soft rock not requiring blasting 56.70 Cum 324.91

(C) Hard rock 37.80 Cum 689.15

3 Rolling and watering of earthwork in layers with power roller 1512.00 Cum 23.18

including filling in depressions which occur during the process.

4 Construction of compacted granular sub base (Grade-I, Crushed B 630.00 Cum 1350.37

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

5 Providing and laying compacted of specified murrum in side 79.00 Cum 428.24

shoulders including carraige 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 M- 275.90 Cum 3207.71

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

7 Providing and casting in situ controlled cement concrete M-250 for 525.00 Cum 5105.55

CC Road pavement including formwork curing and finishing

8 Providing Trimix Machine for levelling smooth, finishing including 3500.00 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.

9 Providing and placing in position I.S.I. mark Fe-500D T.M.T. bar 14.00 M.T. 73858.69

reinforcement for the following items including cutting, bending,

hooking and tying complete as per detailed drawing.

10 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 1.00 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.)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

11 Providing and fixing Hectometer stone as per I.R.C. type design 2.00 No. 356.50

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

12 Providing and fixing Guard stone as per I.R.C. type design 25.00 No. 350.80

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

13 Direction sign (Junction board) :- Providing and fixing sign boards 1.00 No. 6527.29

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

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)

14 Regulatory / Mandatory signs : Providing and fixing sign boards 2.00 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

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

15 Village name/ Bump Ahead sign :- Providing and fixing sign board 2.00 No. 5045.36

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

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

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

16 Citizen's information Board :- Providing and fixing of typical 1.00 No. 23734.17

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 enample 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.

17 Hazard Marker Sign :- Providing and fixing sign board made out of 1.00 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

18 STOP SIGN :- Providing and fixing sing boards made out of 2mm 3.00 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

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).

19 Road marking with hot applied thermo plastic paint with 196.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

20 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 70.00 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.

21 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,

refloctrorized with retro reflective sheeting as per the latest

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

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

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

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

instruction of engineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x 45 x 60 cms for each leg, including

excavation curing etc. complete under the supervision of Engineer-

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

22 Supply & fixing logo board of specified LOGO board as per 1.00 No. 4742.96

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.

23 Excavation for foundation up to 1.50 mt. depth including sorting 76.00 Cum 259.93

out and stacking of useful material and disposing off the

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

24 Providing and casting in situ ordinary cement concrete M-150 mix 70.00 Cum 3783.77

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.

25 Providing and laying in position I.S.I. mark Fe-500D T.M.T. bar 0.50 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.

26 Supplying and fixing reinforced concrete heavy duty non-pressure 8.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

27 Filling around the pipes with murrum including dressing, tampering 3.00 Cum 159.04

etc. complete.

28 Providing and laying filter media 600mm thick as directed at the 188.00 Sq.m. 1268.86

back of abutments and returns and wing walls as per detailed

specifications.

29 Providing and filling sand behind abutments and between side 81.00 Cum 478.82

walls of box returns in layers as directed.

30 Excavation for foundation in sand, gravel, clay soft soils and 283.00 Cum 523.28

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.

31 Excavation for foundation in hard murrum and boulders and very 177.00 Cum 625.88

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

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

32 Excavation in large boulders and soft rock by welding including 159.00 Cum 733.62

shoring and strutting and dewatering as necessary and disposing

of the excavated stuff as directed.

33 Diversion of water course, providing cofferdam and bund or island 2.00 No. 40400.00

as may be necessary for foundation and maintaining the same for

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

34 Providing and fixing dowel bars of minimum 32mm dia. for 116.00 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.

35 Providing and filling in foundation with ordinary cement concrete M- 39.00 Cum 3577.75

150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

36 Providing and casting in situ controlled cement concrete M-20 mix 322.00 Cum 4460.60

and providing necessary pin headers including shuttering,

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

37 Providing and filling trenches including Labour charges - excavator 9.00 Cum 3521.45

in rocky strata with ordinary cement concrete M-150.

38 Providing and casting in situ controlled cement concrete M-20 mix 258.00 Cum 5068.30

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.

39 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 13.80 M.T. 83789.27

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

40 Providing and casting in situ controlled cement concrete M-200 for 19.00 Cum 5147.62

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.

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

design and drawings and specifications etc.complete

42 Providing & laying weep hole in abutments and returns by using 188.00 No. 49.25

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

grade and jointing the completed as per detailed specification.

43 Providing and casting in situ controlled cement concrete M-250 for 72.00 Cum 5313.15

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

finishing complete.

44 Providing and laying of a strip seal expansion joint catering to 9.00 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.

45 Providing and casting in situ controlled cement concrete M-450 for 8.40 Cum 6568.82

average 100 mm thick wearing coat laid as directed including

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

bituminous complete.

46 Providing and casting in situ controlled cement concrete M-250 for 7.70 Cum 4830.16

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

specifications.

47 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 6.00 No. 341.29

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

drawings including cutting, bending and welding complete.

48 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 6.00 No. 399.70

cap for anchorage in free end as per detailed drawings including

cutting, bending and welding complete.

49 Provision of an Reinforced cement concrete crash barrier at the 34.00 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.

50 Providing P.V.C. 100mm diameter water spouts including 8.00 No. 159.37

necessary iron gratings as per drawings.

51 Providing and casting in situ controlled cement concrete M-250 for 23.00 Cum 5105.40

approach slab including form work, curing and finishing complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

52 Filling available excavated earth (excluding rock) in trenches, 70.00 Cum 137.47

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

depth consolidating each deposited layer by ramming and

watering etc. complete.

TOTAL Rs.

i.e. Rs. One Crore Twenty Four lacs Twenty Two thousand Twenty Seven and Fourty One 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.

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,

Jhalod Dahod Dahod