Resurfacing & Strengthening to Various Roads of BALASINOR Taluka under S.R. 2022-2023. Package No. 1 (Total 8 Roads of 10.11 Km.) Dist.Mahisagar.

No. without

without GST

1 Clearing and grubbing road land including uprooting wild vegetation 4.10 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 2728.70 Cum 76.04

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

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

3 Earthwork for embankment including breaking clods, dressing with 1478.00 Cum 159.75

all 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 2186.00 Cum 16.67

including filling in depressions which occur during the process.

5 Scarifying & removing bitumen macadam surface including 18751.00 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 3007.00 Cum 826.07

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

7 Providing and laying compacted of specified hard murrum in side 1982.00 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 17251.00 Sq.m. 12.38

(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 40501.00 Sq.m. 11.80

(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 2169.00 M.T. 1599.23

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 1094.00 M.T. 2272.04

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 584.00 M.T. 2817.08

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.

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 M- 501.90 Cum 1978.97

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

14 Providing and casting in situ controlled cement concrete concrete M- 894.00 Cum 3489.01

250 for CC Road pavement including formwork curing and finishing

15 Providing Trimix Machine for levelling smooth, finishing including 4464.00 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.

16 Providing and laying in position I.S.I. mark Fe-415 T.M.T. bar 19.95 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.

17 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 13.00 No. 531.61

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

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

18 Providing and fixing Hectometer stone as per I.R.C. type design 41.00 No. 116.46

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

19 Providing and fixing Guard stone as per I.R.C. type design including 405.00 No. 59.09

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

It. figures

Description of Item Qty. Unit Amount

No. without

without GST

20 Direction sign (Junction board) :- Providing and fixing sign boards 8.00 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)

21 Regulatory / Mandatory signs : Providing and fixing sign boards 44.00 No. 2056.62

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 boards 16.00 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)

It. figures

Description of Item Qty. Unit Amount

No. without

without GST

23 Citizen's information Board :- Providing and fixing of typical MMGSY 8.00 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.

24 Hazard Marker Sign :- Providing and fixing sign boards made out of 42.00 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 &

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)

25 STOP Sign :- Providing and fixing sign boards made out of 2mm 16.00 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)

26 Road marking with hot applied thermo plastic paint with 2724.00 Sq.m. 266.93

reflectorising 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 100 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

It. figures

Description of Item Qty. Unit Amount

No. without

without GST

27 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 1265.00 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.

28 Cautionary Warning Sign :- Providing and fixing sign boards made 41.00 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)

29 Type - A, "W" : Metal Beam Crash Barrier :- Providing and erecting a 100.00 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,

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

+ 0.3 x 0.3 x 0.70) as per requirement and instruction from engineer

in charge.

30 Excavation for foundation up to 1.50 mt. depth including sorting out 488.00 Cum 143.93

and stacking of useful material and disposing off the excavated stuff

within all lead and lift.

31 Providing and casting in situ ordinary cement concrete M-150 mix 252.00 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.

It. figures

Description of Item Qty. Unit Amount

No. without

without GST

32 Supplying and fixing ISI reinforced concrete heavy duty non- 75.00 Rmt. 3448.93

pressure 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.

33 White washing with lime on wall surface (two coats) to give an even 215.00 Sq.m. 7.20

shade including thoroughly brooming the surface to removed all dirt,

dust mortar drops and other foreign matter.

34 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 5.00 Each 278.13

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

etc. complete.

35 Providing and maintaining a road diversion for traffic during the work 5.00 Each 1803.57

in progress till completion of work including providing red lamps and

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

36 Supplying and fixing reinforced concrete heavy duty non-pressure 216.00 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.

37 Filling around the pipes with murrum including dressing, tampering 61.00 Cum 50.19

etc. complete.

38 Dismentaling the existing structure including removing and stacking 159.00 Cum 527.41

the dismentelled materials as and where directed. (A) R.C.C. work.

39 Dismentaling the existing structure including removing and stacking 61.00 Cum 231.98

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

40 Filling available excavated earth (excluding rock) in trenches, plinth, 77.00 Cum 79.34

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

consolidating each deposited layer by ramming and watering.

41 Providing and laying weep hole in abutment and returning by using 61.00 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.

42 Providing and laying filter media 600 mm thick as directed at the 60.50 Sq.m. 702.58

back of abutments and returns and wing walls as per detailed

specifications.

43 Providing & laying 37.50 mm thick compacted bitumen Macadam 666.00 M.T. 2291.48

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.

44 Providing and laying 20mm thick mix seal surfacing using B.T. chips 384.00 M.T. 3094.56

as per required gradation and mixing asphalt grade VG-30 @ 5.10%

by weight of total mix and mixing by contractor's own drum mix plant

and laying by 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, tool etc.

completed in accordance with the requirement of specification.

It. figures

Description of Item Qty. Unit Amount

No. without

without GST

TOTAL Rs.

i.e. Rs. Two Crore Thirty Nine lacs Sixty Three thousand Nine hundred Eighty and Four paisa only.

I/We am/are willing to carry out Executive

the work Engineer

Divisional

EngineerAccount

@ ______________ Officer

% 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. 51570.00 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,

Balasinor Mahisagar (Lunawada) Mahisagar (Lunawada)