Remaining work of Resurfacing & Strengthening to Various Roads of Virpur Taluka under S.R. 2022- 2023. Package No. 2 (Total 5 Roads of 5.70 Km.)

No. without

without GST

1 Clearing and grubbing road land including uprooting wild vegetation 0.60 Hect. 28893.98

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 1098.56 Cum 76.04

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

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

3 Earthwork for embankment including breaking clods, dressing with all 681.39 Cum 159.75

lead and lift including watering and consolidation from borrow area

within all lead and lift.

4 Rolling and watering of earthwork in layers with power roller including 879.65 Cum 16.67

filling in depressions which occur during the process.

5 Scarifying & removing bitumen macadam surface including 9394.75 Sq.m. 23.58

completely removing out the entire existing bituminous surface,

stacking useful materials on road side and disposing off remaining

stuff complete as per instruction given by engineer-in-charge.

6 Providing & laying compacted WBM Grading-II using MCBT metal of 1751.49 Cum 759.50

size 45mm to 63mm in required layers including using 16% stone

screening, 13.2mm 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.

7 Providing and laying compacted of specified hard murrum in side 1140.00 Cum 304.80

shoulders including carraige of material and spreading on prepared

base including compacting as per MORTH specification etc.

8 Providing and laying evenly tack coat using rapid setting emulsion 4894.13 Sq.m. 12.39

(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 complete.

9 Providing and laying evenly tack coat using rapid setting emulsion 10537.25 Sq.m. 11.82

(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 & equipment etc complete

10 Providing & laying Bituminous grout 37.50 mm thick with asphalt of 858.40 M.T. 1579.96

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 including

cost of all materials, asphalt, aggregates, labour charges, royalty

charges etc. completed as directed.

It. figures

Description of Item Qty. Unit Amount

No. without

without GST

11 Providing, laying and rolling 25 mm thick open graded premixed 603.60 M.T. 2246.40

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

grade VG-30 bitumen 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 including necessary firewood, oil,

lubricants, labour charges etc. using contractor's own drum mix plant

and equipment, tool etc. completed in accordance with the

requirement of specification.

12 Providing and laying seal coat with B.T. aggregate as specified using 331.60 M.T. 2792.66

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 fixing ordinary Kilometer stone of precast C.C. 1:2:4 9.00 No. 531.61

including necessary reinforcement as per I.R.C. type design in C.C.

1:4:8 including painting, lettering etc. complete.

14 Providing and fixing Hectometer stone as per I.R.C. type design 23.00 No. 116.46

including painting, lettering etc. complete (i) Fixing in earth.

15 Providing and fixing Guard stone as per I.R.C. type design including 321.00 No. 59.09

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

16 Direction sign (Junction board) :- Providing and fixing sign boards 5.00 No. 3614.22

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)

17 Regulatory / Mandatory signs : Providing and fixing sign boards made 28.00 No. 2056.62

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)

It. figures

Description of Item Qty. Unit Amount

No. without

without GST

18 Village name / Bump Ahead sign :-Providing and fixing sign boards 10.00 No. 3208.96

made out of 2mm aluminium sheet size 90 x 60cms. rectangle as 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 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)

19 Citizen's information Board :- Providing and fixing of typical MMGSY 5.00 No. 15113.16

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.

20 Hazard Marker Sign :- Providing and fixing sign boards made out of 32.00 No. 1828.42

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

design/drawing attached (IRC) 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 & 50 x 50 x

5mm painted with best quality epoxy coatings. 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 STOP Sign :- Providing and fixing sign boards made out of 2mm 10.00 No. 3671.04

aluminium sheet size 90 x 90cms. 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; 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 tec. complete under the supervision of engineer in charge. (A)

Engineer Grade (VR)

It. figures

Description of Item Qty. Unit Amount

No. without

without GST

22 Road marking with hot applied thermo plastic paint with reflectorising 1670.00 Sq.m. 266.93

glass bend on bitumen surface. Providing and laying of hot applied

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 luminance coefficient on cement road shall

be min 130 mcd/m2/lux and asphalt road shall be min

mcd/m2/lux during the service life curing day time the marking should

meet the performance 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.

23 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 736.00 No. 325.54

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 13635 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.

24 Cautionary Warning Sign :- Providing and fixing sign boards made 23.00 No. 2215.69

out of 2mm aluminium sheet size 90 x 90 x 90 cms. equilateral

triangle as per 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; 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 60 cms. for each leg including

excavation, curing etc. complete under the supervision of engineer in

charge. (A) Engineer grade (VR)

It. figures

Description of Item Qty. Unit Amount

No. without

without GST

25 Type - A, "W" : Metal Beam Crash Barrier :- Providing and erecting a 65.00 Rmt. 2839.72

"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 including necessary excavation of Post,

providing Levelling course M-10 (Size 0.65 x 0.65 x 0.10 m) &

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.

26 Excavation for foundation up to 1.50 mt. depth including sorting out 106.97 Cum 143.93

and stacking of useful material and disposing off the excavated stuff

within all lead and lift.

27 Providing and filling in foundation with ordinary cement concrete M- 83.94 Cum 1978.97

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

28 Providing and casting in situ ordinary cement concrete M-150 mix 61.43 Cum 3049.57

and providing necessary pin headers including shuttering, scaffolding,

laying, vibrating, curing and finishing complete without V-grooves with

all lead and lift.

29 Supplying and fixing ISI reinforced concrete heavy duty non- pressure 15.00 Rmt. 3448.93

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2 watering

and laying (to level or slopes) of class NP3 of following internal

diameters.(v) 900 mm. dia.

30 White washing with lime on wall surface (two coats) to give an even 274.00 Sq.m. 7.20

shade including thoroughly brooming the surface to removed all dirt,

dust mortar drops and other foreign matter.

31 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 6.00 Each 278.13

marble stone set in C.C. 1:4 including finishing and engraving letters

etc. complete.

32 Providing and maintaining a road diversion for traffic during the work 1.00 Each 1803.57

in progress till completion of work including providing red lamps and

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

33 Providing and laying in position I.S.I. mark Fe-415 T.M.T. bar 1.59 M.T. 55552.24

reinforcement including cutting, bending, hooking and tying complete

as per detailed drawings for the following. (A) Piers (B) Abutments

(C) R.C.C. Returns.

34 Supplying and fixing reinforced concrete heavy duty non-pressure 192.00 Rmt. 597.08

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. class NP2 of

following internal diameters. (i) 300mm dia.

35 Filling around the pipes with murrum including dressing, tampering 54.00 Cum 50.19

etc. complete.

36 Dismentaling the existing structure including removing and stacking 80.00 Cum 231.98

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

It. figures

Description of Item Qty. Unit Amount

No. without

without GST

37 Filling available excavated earth (excluding rock) in trenches, plinth, 67.20 Cum 79.34

sides of foundations etc. in layers not exceeding 20 cm. in depth

consolidating each deposited layer by ramming and watering.

38 Providing and laying weep hole in abutment and returning by using 264.00 No. 49.17

A.C. pipes / PVC pipe of 100 mm. diameter including laying in proper

grade and joining etc. comp as per detailed specifications.

39 Providing and laying filter media 600 mm thick as directed at the back 96.47 Sq.m. 702.58

of abutments and returns and wing walls as per detailed

specifications.

40 Providing and casting in situ controlled cement concrete concrete M- 113.00 Cum 3489.01

250 for CC Road pavement including formwork curing and finishing

41 Providing Trimix Machine for levelling smooth, finishing including 750.00 Sq.m. 54.11

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.

TOTAL Rs.

i.e. Rs. Eighty Three lacs Fourty Three thousand Eight hundred Eighty Eight and Seventy Six 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,

Balasinor Mahisagar (Lunawada) Mahisagar (Lunawada)