SCSP - MMGSY 2026 - 2027., RESURFACING OF - BALVANTPURA TO BADALPURA JOINING LAGHNAJ MEU ROAD. IN MEHSANA TALUKA, DIST-MEHSANA.

specification and reference to book of Quantity Unit Rate In Amount

specifications) figures

1 Clearing and grubbing road land including 0.91 Hec 28455.09

uprooting rank vegetation grass bushes,

shrubs, sapling and trees girth up to 300 mm

removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By

mechanical means in area of light jungle

2 Box cutting the road surface to proper slope 192.00 Cum. 109.05

and camber for making a base of road work

including removing the excavated stuff and

depositing on the road side slops as directed

upto 50 mts. Lead.

earth CBR not less than 6 including breaking

clods, dressing with all lead and lift

(including watering and consolidation) (B)

From Borrow area with all lead and lift.

4 Filling available excavated earth (excluding 29.00 Cum. 136.92

rock)in trenches. plinth, sides of foundations

etc. in layers not exceeding 20cm. In depth

consolidating each disposited layer by

ramming and watering.

5 Rolling and consolidation using vibratory 192.00 Cum. 33.09

road roller 8 - 10 tonne capacity (incl.

watering)(A) Earth work (layer not

exceeding 200mm thickness)

6 Provdining and laying W.B.M of B.T.M.C metal 214.00 Cum. 1976.57

of size 45 mm to 63 mm size including

0.12Cu.M. Stone Screeing &0.08 Cu.M.

stonedust as filler including spreading,

watering &consolidation by vibratory roller

80 KN to 100 KN static weight. 75mm thick

compected each of two layer.

7 Providing and laying 37.5mm thick 747.00 MT 3033.03

bituminous grout base course using M.C

stone B.Tstone. as per gradation and asphalt

VG-30 for mixing 1.99% of mix i.e 19.90/MT

by weight including heating the asphalt and

aggregate by hot mix hot laid process using

drum mix plant beaching, spreading the same

by paver finisher and consolidation with

vibratory roller including the cost of labour

,oil, lubricants etc. using contractors own

machineries and plant including applying

tack coat over WBM surface 4.0kg/10sqm.

8 Providing and laying 37.50 mm thick B.M. 730.00 MT 4077.37

using M.C stone B.T. stone. as per M.O.R.T. &

H. specification & asphalt for tack coat at the

rate of 2.5 Kg./10 Sqm. with mechanical

sprayer & bitumen grade VG 30 for mixing at

the rate of 34 Kg./M.T. i.e. 3.40% of total

weight of mix including heating the aggregate

and asphalt in continuous batching drum mix

plant and spreading the same by paver

finisher and consolidation with vibratory

roller including paving all materials

equipments, tools & plants, fire wood, oil,

kerosene, labour charges etc complete using

contractor's own machinery drum mix plant

& paver finisher etc. complete.

9 Providing and laying premix seal coat using 322.00 MT 4698.52

B.T.chips ( 6 to 10mm size ) 0.24 Cum./10

Sq.mt. i.e. 0.66 Cum. aggregate / 1 M.T. mix

and asphalt grade VG-30 at the rate of 4.5%

of mix i.e. 45 Kg./MT including heating the

asphalt and aggregate by continuous

batching drum mix plant, transporting the

mixed material by tipper trcks and spreading

the same by paver finisher and consolidation

by vibratory roller of 80 to 100 KN static

weight including providing equipment, tools

and plant, firewood lubricants, kerosene, oil,

labour charges using contractor's own

machineries drm mix palnt and paver

10 Scarifying graveled macadam or bitumen 7425.00 Sqm. 41.60

macadam surface 6 cms. to 10 cms. depth i.c.

stacking useful materials on road side and

disposing of remaining stuff.

11 Demolition of Brick Work & Stone masonary 22.70 Cum. 562.84

including stacking of serviceable materials

and disposal of unserviciable materials with

all lead and lift (I) In Cement Mortar

12 Excavation for foundation upto 1.5 m depth 70.00 Cmt 122.99

including sorting out and stacking of useful

material and disposing off the excavated stuff

upto 50 m lead(A) Loose or soft soil

13 Providing & laying CC 1:4:8 , (1 cement:4 5.00 Cmt 2748.82

Coarse sand:8 machine crushed stone

aggregate 40mm nominalsize) and curing

complate in Foundation & Plinth.

14 Providing & casting in situ ordinary cement 51.70 Cmt 3725.46

concrete 1:2:4 (1 cement : 2 Coarse sand :

machine crushed stone aggregate 20mm

nominal size) and providing necessary pin

headers including shuttering, scaffolding,

laying, vibrating, curing and finishing

complete without V-Groves.(A) Height from

15 Providing 15mm thick cement plaster in 133.00 Sqm. 165.31

single coat(mala plaster) on rough or fair

side of single or half brick wall for interior

plastering finished even and smooth in

cement mortar 1:4(1 cement 4 sand)

watering, curing etc. complete.

16 White washing with lime on wall surface 133.00 Sqm. 12.73

(two coats) to give an even shade including

thoroughly brooming the surface to removed

all dirt, dust mortar drops and other foreign

17 Painting lines, deashes, arrows, letters etc on 66.00 Sqm. 130.08

roads, Air fields and like in two coats with

road marking paint, brushing including

cleaning the surface of all dirt, dust and other

foreign matter. (i) Over 10cm in width

18 Supplying and fixing reinforced concrete 10.00 Rmt 2108.86

heavy duty non-pressure pipes with collars

for culverts including setting and joining the

pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP3

casted by vertically vibrated technology of

following internal diameter. (iv) 600 mm dia.

19 Supplying and fixing reinforced concrete 30.00 Rmt 1462.01

heavy duty non-pressure pipes with collars

for culverts including setting and joining the

pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP3

casted by vertically vibrated technology of

following internal diameter. (iv) 450 mm dia.

20 Supplying and fixing reinforced concrete 60.00 Rmt 1095.18

heavy duty non-pressure pipes with collars

for culverts including setting and joining the

pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP3

casted by vertically vibrated technology of

following internal diameter. (iv) 300 mm dia.

21 Providing and laying in position FE 500D 0.09 MT 73858.69

TMT bar reinforcement including cutting,

bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers

(B) Abutments (C) R.C.C. Returns

22 Providing & laying weep hole in Aburtments, 19.00 No. 151.10

and returns by using PVC 6 Kgf/Sqcm. Pipe of

110mm dia. including laying in proper grade

and jointing the completed as per detailed

specification.

23 Providing and fixing Indicator stone of RCC 89.00 No 487.92

Type Design as per I.R.C. type design

including white washing etc. complete. (I)

Fixing in CC 1:5:10

24 Providing and fixing Hectometer as per I.R.C. 18.00 No 356.50

type design including painting, lettering etc.

complete.(i) Fixing in 1.5.10

25 Providing and fixing Ordinary Kilometer 4.00 No 704.33

Stone of precast C.C. 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.)

26 Citizen's Information Board - Providing and 1.00 No 9860.63

fixing of typical Project information board as

per instruction. Two ACP Sheets of 3 mm

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

bottom duly rivetted with MS angles of 25 x

25 x 5 mm thick M.S. angles shall be welded

by two vertical M.S. angle shall be welded by

two vertical M.S. angle of 5 mm thick to

mm x 75 mm of 12 SWG square tubes posts

duly embedded in cement concrete M-15

grade blocks of 60 x 60 x 75 Cm, below

ground level. The letters & figure of any

shade reflectorised with High Inensity

Prismatic Grade Retro Reflective Sheeting of

Type-4 as per ASTM D-4956 and latest

MORTH specifications; All section of framed

posts and steel tube will be painted with

primer and two coats of epoxy paints as per

drawing Clause 1701 and Annexure

(10.16). (A) Class-B High intensity Grade

Retro Reflective sheeting.

27 Providing and fixing Logo Board of Project 1.00 No 2393.70

diamond size (600 x 600mm) 16 gauge &

board plate size (900 x 250 mm) 16 guage

thick M.S. Plate and 2.40 meter deep length

single angle 75 x 75 x 6 mm size including

fitting in CC Block CC 1:2:4, 30 x 30 x 85 Cm

including necessary excavation, painting,

lettering with luminious colour as per

drawing etc.

28 Cautionary Warning Sign / Give Way Sign :- 15.00 No 3906.19

Providing and fixing sing boards made out of

4mm ACP (Aluminium 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 High Intensity Prismatic Grade retro

refiective sheeting of Type-4 as per ASTM D-

4956 and latest MORD Specifications; 3.1mtr

long stand post of Iron Angle 75 x 75 x 6 mm

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 shall be submitted by

contractor. (A) Class-B High Intensity Grade

Retro Reflective Sheeting

29 Distance Informatory / Destination Sign :- 5.00 No 18254.19

Providing and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 180x120

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 High Intensity

Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2 Nos.) 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

x 50 x 5mm; painted with bestquality 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 blockof 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

30 STOP Sign :-Providing and fixing sing boards 10.00 No 6704.36

made out of 4mm ACP (Aluminium

Composite Panel); size 90 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

refiective sheeting of Type-4 as per ASTM D-

4956 and latest MORD Specifications; 3.1mtr

long stand post of Iron Angle 75 x 75 x 6 mm

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 shall be submitted by

contractor. (A) Class-B High Intensity Grade

Retro Reflective Sheeting

31 Providing and Fixing Village Name sing board 6.00 No 6397.43

having both side covered with 4mm ACP

Sheet size 90x60 cms rectangular with

message as per the design, pretreated with

phospheting process & acid etching with one

coat of epoxy primer and two coats of best

quality epoxy paint, reflectorised with High

Intensity Micro Prismatic Grade Type-IV

retro reflective sheeting as per the IRC

and latest MOST Specifications; 3.1mtr long

stand post of Iron angle 75 x 75 x 6 mm and

frame fabricated from suitable Square

Hollow Section of 40x40x2.6mm, as required,

painted with best quality epoxy coating in

black and white bends. The details of the

letters/symbols for board shall be screen

printed on both the side of the board with

approved color as per design and as directed

by manufacturer of the retro reflective

sheeting and 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) Class-B High Intensity Grade Retro

Reflective Sheeting

32 Chevron Sign :-Providing and fixing sing 40.00 No 3711.75

boards made out of 3mm ACP (Aluminium

Composite Panel); size 60x45 cm 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 High Intensity Prismatic

Grade retro reflective sheeting of Type-4 as

per ASTM D-4956 and latest MOST

Specifications; 3.1mtr long stand post of Iron

Angle 75 x 75 x 6 mm as required and frame

fabricated from suitable size iron angle of

x 35 x 3mm; 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 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 shall be submitted by

contractor. (A) Class-B High Intensity Grade

Retro Reflective Sheeting

33 Hazard Marker Sign :-Providing and fixing 16.00 No 3518.69

sing boards made out of 3mm ACP

(Aluminium Composite Panel); size 90x30

cm 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 High Intensity

Prismatic Grade retro reflective sheeting of

Type-4 as per ASTM D-4956 and latest MOST

Specifications; 1.8mtr long stand post of Iron

Angle 75 x 75 x 6 mm as required and frame

fabricated from suitable size iron angle of

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 shall be

submitted by contractor. (A) Class-B High

Intensity Grade Retro Reflective Sheeting

34 Regulatory/Mandatory signs :-Providing and 15.00 No 3540.12

fixing sing boards made out of 4mm ACP

(Aluminium 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 High Intensity

Prismatic Grade retro reflective sheeting of

Type-4 as per ASTM D-4956 and latest MOST

Specifications; 3.6mtr long stand post of Iron

Angle 75 x 75 x 6 mm as required and frame

fabricated from suitable size iron angle of

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 shall be

submitted by contractor. (A) Class-B High

Intensity Grade Retro Reflective Sheeting

35 Road Marking with Hot Applied 472.00 Sqm. 367.72

Thermoplastic Paints with reflectorising

glass beads on bitumin surface. Providing

and laying a hot applied thermoplastic

compound 2.5 mm. thick including

reflectorising glass beads @ 250 gms per

sqm. area, Thickness of 2.5 mm 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

marking should provide liminanance

coefficient on cement road shall be min.

mcd/m2/lux and Asphalt road shall be min

100 mcd/m2/lux during the service life

during the day time. The marking should

meet the performance criteria for night time

reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of

IRC 35-2015. warranty of reflectorising for

(three) years.

36 Supplying & Fixing CATSEYE (Stimsonite) 510.00 No 375.72

made out from Acrylo butyle styrene high

compression injection moulding with

reflector made of MMC (Prismatic type of size

12 cm x 6 cm x 2.5 cm)providing with

bituminious adhesive 100 gm with each unit

for fixing. (High Intensity grade).

Rupees Ninety One Lakhs Forty Two Thousand Three Hundred Twenty Five and Paise

Fifty Four Only

I/We am/are willing to carry out the work at… % 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 Rs............... Estimated amount put to tender Rs...............

Add....................% Above Rs.................. Deduct....................% below Rs...............

Net Rs.............................. Net Rs..............................

In words....................................... In words.......................................

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Mehsana Mehsana

Notes 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.

Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 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.