Construction of Slab Drain at Chainage 8/500 on Bayat-Ratadiya-Sherdi- Aasambiya Road. Ta. Mandavi, Dist. Kachchh

Name of Work :- Construction of Slab Drain at Chainage 8/500 on Bayat-

Ratadiya-Sherdi-Aasambiya Road. Ta. Mandavi, Dist. Kachchh.

Memorandum showing item of works to be carried out.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

Section (A) PRELIMINARY WORKS

1 Clearing and grubbing site/road/land [including uprooting 0.50 Hectare 28455.09

all vegetation, grass, bush shrubs, saplings and trees with

girth, removal of stumps of trees of girth of all sizes

including removing stumps of trees cut earlier and disposal

of unserviceable materials and stacking of serviceable

materials as directed by Engineer with all leads and lifts

etc. complete as per specification. before commencement

and after completion of the work.

2 Detailed survey of site using Total station, and Marking out 1.00 LS 20402.00

the centre line of bridge along longitudinal and transverse

axis, and taking Various utilities and all other details of all

component , structures, boundary and complete line out

and levelling with precise levels using total station

/theodolite including constructing necessary CC pillars for

lines and levels and establishing necessary bench marks

including making AUTOCAD drawings showing all levels,

details of utilities, boundary etc all and providing soft

copies in AUTOCAD etc. complete as directed.

3 Providing and installation of barricades including 41.00 Sqm. 211.09

supplying, painting with fluorescent paint and fixing CGI

sheets 24 SWG of 1.8 m height and M.S. Posts angle

x 40 x6 mm at 2.0 m c/c and dismantling the same after

completion of work as directed by Engineer and as per site

4 Dismantling of structures and sorting of the dismantled

material, disposal of unserviceable material and stacking

serviceable materials as directed by Engineer with all

leads and lifts etc. complete as per specification and as

per site requirements.

a) Dismantling bricks / Stone masonry, PCC Kerb Median 50.00 Cum. 409.22

b) Dismantling of Concrete Structures 50.00 Cum. 930.35

c) Scarifying existing Approaches flexible pavement. 150.00 Sqm. 41.60

(Scarifying gravelled macadam or bitumen macadam

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining stuff.)

d) Dismantling steel work including distempering and 30.00 Kg 3.85

stacking the materials with all lead and lift and Steel

Material is Property of R&B /Client as directed by Engineer

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

Section (B) FOUNDATION & SUBSTRUCTURE

5 Excavation for foundation in sand, gravel, clay soft soils

and murrum (Soft and Hard ) etc. Including shoring,

strutting dewatering including pumping as necessary,

backfilling the trenches with suitable excavated material in

layers of 15 to 20 cms and disposing of the surplus

excavated stuff with all leads and lift , preparation of bed

for concreting of foundations etc. complete as directed by

Engineer and as per specification.

a) Depth upto 3.0m. 1154.00 Cum. 511.11

b) Depth from 3.0m.to 6.0m. 54.00 Cum. 599.64

6 Excavation in large boulders and soft rock by welding 5.00 Cum. 716.55

including shoring, strutting and dewatering as necessary

and disposing of the excavated stuff as directed.

7 Providing and laying in situ M-15 grade bedding concrete 101.00 Cum. 3737.13

in foundation / below pile cap including dewatering,

shuttering, mixing in mechanised batch mix plant,

compacting, curing etc. complete true to level and position

as directed by Engineer and as per specification.

8 Providing and laying in-situ RCC M-30 grade Controlled 331.00 Cum. 5081.31

Cement Concrete in foundations of piers, abutments,

return wall, pile caps etc. including centering, shuttering,

mixing in mechanised batch mix plant, compaction, curing

and dewatering if necessary, excluding reinforcement as

per specification and as directed by Engineer.

9 Providing and laying M-30 grade Controlled cement 148.00 Cum. 5424.71

concrete for cast-in-situ piers, abutments, return wall,

staircase, etc. at any height or depth as per approved

design and drawings, with necessary centering, shuttering,

mixing in mechanised batch mix plant, scaffolding,

transporting, placing, compacting by mechanical vibrators,

finishing, curing and casting, finishing with decorative

panel as per drawing etc. complete excluding

reinforcement as directed by Engineer and as per

10 Providing and laying in situ controlled M-30 grade cement 41.00 Cum 5504.50

concrete for RCC caps over piers and abutments

staircase ,including necessary scaffolding formwork,

centering, mixing in mechanised batch mix plant,

transporting, placing, compacting by mechanical vibrators,

finishing and curing and casting, finishing with decorative

panel as per drawing etc. complete excluding

reinforcement, as directed by Engineer and as per

11 Providing and laying in situ controlled M-40 grade cement 0.50 Cum 5558.03

concrete for RCC pedestals over piers and abutments

,staircase ,including necessary scaffolding formwork,

centering, mixing in mechanised batch mix plant,

transporting, placing, compacting by mechanical vibrators,

finishing and curing and casting, finishing with decorative

panel as per drawing etc. complete excluding

reinforcement, as directed by Engineer and as per

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

12 Providing and placing in position High Yield Strength 51.79 MT 80065.73

Deformed (HYSD) bars reinforcement (TMT Fe 550D

grade) with fusion bonded epoxy coating conforming to IS

1786 of all categories for piers, abutments, returns and

retaining wall including cutting, bending, hooking and tying

with 18 gauge mild steel binding wires, supporting in

position to ensure lines and levels during concreting,

maintaining proper cover / spacing etc. complete as per

specification and detailed drawing.

13 Providing and laying Tar Paper bearing below solid slab as 17.00 Sqm. 47.08

directed by engineer in charge.

14 Providing and applying one coat of zinc-rich epoxy primer 198.00 Sqm. 595.90

and two coats of coal tar epoxy paint of reqd. thickness as

per specifications to all concrete surfaces in contact with

earth in foundation and substructure including all cost of

material, labour, transportation and preparing the surfaces

by cleaning, washing, brushing ete. complete as directed

by Engineer and as per specification.(Paint shall be got

approved from Engineer).

15 Providing and filling sand behind abutments and between 849.00 Cum. 504.42

returns in layers as directed

16 Providing and laying 600 mm thick filter media behind 276.00 Sqm. 1239.35

abutment as per detailed drawing & specifications etc

17 Providing and fixing in position Mild steel dowel bars in 50.00 Each 341.29

pier caps or abutment caps for anchorage in fixed end as

per detailed drawings including cutting, bending and

welding complete.

Section (C) SUPERSTRUCTURE

18 Providing and laying, M-40 grade RCC in-situ or Pre-cast 182.00 Cum. 5714.58

T-Beam Deck slab and Solid Slab type superstructure,

deck sheet if required, as per approved drawing and

technical specifications, section 1500, 1700 and 2200 of

MORTH using 6mm to 20mm machine crushed well

graded stone aggregate, sand of approved quality, OPC

53 grade cement with contractor's own concrete mix

design etc. complete as per specifications. the rate is

inclusive of all materials, Mineral admixtures if required,

including necessary mixing in fully automatic batch mix

plant, transport, curing, vibrating, ramming, finishing,

placing in position, centering, shuttering, scaffolding,

staging, formworks, establishing casting yard, transporting

using trailor, launching or shifting using crane or any other

approved means, making thrust bed, thrust block, gantry,

etc all complete. Deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, wherever

necessary, with all lead and lift with contractor's labour,

tools & plants, machineries, as required with including cost

of finishing equivalent to F3 type exposed concrete and

form mark. (Minimum cement content :- 440 kg/cum),

(Excluding steel reinforcement)

(A) For various types of RCC type superstructure in M40

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

19 Providing and placing in position High Yield Strength 25.48 MT 80935.34

Deformed (HYSD) bars reinforcement (TMT Fe 550D

grade) with fusion bonded epoxy coating conforming to IS

1786 of all categories for super structure including cutting,

bending, hooking and tying with 18 gauge mild steel

binding wires, supporting in position to ensure lines and

levels during concreting, maintaining proper cover /

spacing etc. complete as per specification and detailed

20 Providing and applying one coat Epoxy Phenolic primer of 716.00 Sqm. 574.69

DFT 50 micron and two coats of Epoxy Phenolic coating of

DFT 100 microns each or any other equivalent epoxy

coating system to all concrete surfaces exposed to

atmosphere in Substructure, superstructure etc. all

including cost of material, labour, transportation,

scaffolding and preparing the surfaces by cleaning,

washing, brushing, etc. complete and as directed by

Engineer and as per specification. (Paint shall be got

approved from Engineer and tested from approved

21 Providing and carrying out load test on bridge deck with 200.00 Tonne 169.92

simulated loading including provision, placing and removal

of loading, supplying, fixing and removing deflection

measuring instruments etc. complete with platforms for

fixing the instruments etc. complete as per the details

supplied and specification and as directed by Engineer

and including submission of required results in triplicate

after satisfactory completion of the load test.

Section (D) MISCELLANEOUS ITEMS

22 Providing and casting RCC Crash Barrier /RCC 23.68 Cum. 5231.80

Crashbarier with Friction slab / Central Verge /Medium in

M-40 controlled concrete with cast-in-situ or precast

members as per detailed drawings including necessary

scaffolding, centering, formwork, mixing in mechanised

batch mix plant, transporting, placing, compacting,

finishing, curing, etc. complete including providing and

fixing of inserts if any with all leads and lifts as per drawing

& specification and as directed by Engineer, excluding

23 Type - A, "W" : Metal Beam Crash Barrier (Providing and 119.00 Meter 3361.28

erecting a "W" metal beam crash barrier comprising of

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

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

24 Providing and casting insitu controlled cement concrete M- 35.88 Cumt 5657.01

40 in Wearing Coat using 6 to 20 mm size coarse

aggregates, to the required section at any height or depth

including necessary shuttering, scafolding, staging, etc.

complete, placing in position, vibrating, curing, tamping,

deshuttering filling in joints with bitumen with all

contractor's materials (except steel reinforcement), labour,

tools and plants, etc. as directed and as per drawings and

specifications and special conditions of contract.

25 Providing and laying precast RCC Footpath Slab in 59.00 Sqm 1120.09

controlled cement concrete of M-30 grade (minimum

mm thickness) including necessary reinforcement and

providing and setting cement chequered tiles in CM 1:5 as

per drawing including necessary formwork, curing and

finishing complete.

26 Providing and casting insitu controlled cement concrete M- 27.27 Cumt 5356.03

30 in RCC Approach Slab using 6 to 20 mm size coarse

aggregates, to the required section at any height or depth

including necessary shuttering, scafolding, staging, etc.

complete, placing in position, vibrating, curing,

deshuttering, fixing inserts, pockets wherever necessary

with all contractor's materials (except steel reinforcement),

labour, tools and plants, etc. as directed and as per

drawings and specifications and special conditions of

27 Providing and casting insitu controlled cement concrete M- 39.00 Rmt 1281.69

25 in RCC Railing and Parapet using 6 to 20 mm size

coarse aggregates, to the required section at any height or

depth including necessary shuttering, staging, etc.

complete, placing in position, vibrating, curing,

deshuttering, fixing embedments, inserts, pockets

wherever necessary with all contractor's materials (except

steel reinforcement), labour, tools and plants, etc. as

directed and as per drawings and specifications and

special conditions of contract.

28 Providing and placing in position High Yield Strength 9.55 MT 79449.63

Deformed (HYSD) bars reinforcement (TMT Fe 550D

grade) with fusion bonded epoxy coating conforming to IS

1786 of all categories for super structure including cutting,

bending, hooking and tying with 18 gauge mild steel

binding wires, supporting in position to ensure lines and

levels during concreting, maintaining proper cover /

spacing etc. complete as per specification and detailed

29 Providing and applying one Primer Coat and two coats of 198.00 Sqm. 120.26

Synthetic Enamel Paint on Anticrash Barrier and Median

Verge surface area exposed to Atmosphere in

superstructure including making of strip of two colours

including cost of material, labour, transportation,

scaffolding and preparing the surfaces by cleaning,

washing, brushing, sand / grit blasting etc. complete and

as directed by Engineer and as per specification.

30 Painting two coats (Excluding priming coat) on new steel 333.00 Sqm. 68.57

and other metal surface with synthetic enamel paint

brushing to give an even shade including cleaning surface

of all dirt, dust and other foreign matter.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

31 Providing and fixing 100 mm dia. G.I. Drainage spouts, as 12.00 No. 536.03

per MOST Drg. No. SD/303 including grating with suitable

clean out fixtures including all leads and lifts etc. complete

as per specification, design & drawings and as directed by

32 Providing and fixing UPVC pipe as Longitudinal Runner

Pipe , Down take pipes, conduits below footpath including

cost of all materials, labour, fixing in true line and level,

including bends, fixtures, special, etc. complete with all lifts

and leads etc. as per specifications and as directed by

engineer incharge.

a) 75 mm dia 78.00 Rmt. 223.21

33 Providing & fixing in position 100 mm Dia. A.C. pipes as 224.00 Nos 86.70

weep holes in Abutments and Return Walls completed in

all respect as per specification and as directed by

Section (E) APPROACHES & AMENITIES

34 Box cutting the road surface to proper slope, and 326.00 Cum. 109.24

chamber for making a base for road work including

removing the excavated stuff and depositing on the road

side as directed up to all lead & Lift.

35 Earth work in embankment using selected soil and hard 112.00 Cum. 294.92

murrum, approved by engineer in charge, with

contractor's own earth by all lead, and lift, including

breaking clods dressing with all lead and lift including

watering rolling and consolidation of subgrade in layers of

300 mm or as directed by engineer in charge, at OMC to

required dry density including filling the depressions which

occur during the process using power roller 8T to 10T

36 Carting of excavated material such as murrum, earth,

kapachi, gravel, brickbats, kankar, debris, sand,

dismantled material, including, Spreading , levelling

loading, unloading, stacking etc. complete at non

objectional place as directed by engineer in charge

a) Lead up to 5 Km. 79.00 Cum 82.62

37 Providing, laying and compacting natural gravel and sand 56.00 Cum 639.33

(river bed material C.B.R. not less than 10%) below sub

base course including carriage of materials spreading in

uniform layer manually on prepared base and compacted

with vibratory roller to achieve desired density including all

materials, labour etc. complete.

38 Construction of granular sub-base (Grade -I, Crushed B T

Materials of 53 mm to 26.5 mm @ 35 %, 26.5 mm to

@ 45 %, below 2.36 mm @ 20 %) by providing close

grade material, spreading uniform layers with motor grader

on prepared surface and compacting with vibratory power

roller to achieve desire dencity, complete clauses as per

[a] For Grading - I Material 152.00 Cum 963.54

39 Providing and laying W.B.M. of M.C. metal of size 45 mm 102.00 Cum 1032.22

to 90 mm size including 0.27 Cu.m stone screening &

cum stone dust as filler including sperading watering &

consolidation by Vibratory roller 80 KN to 100 KN static

Weight. 100 mm thick compated.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

40 Providing and laying W.B.M. of M.C. metal of size 45 mm 129.00 Cum 1045.35

to 63 mm size including 0.12 Cu.m stone screening &

cum stone dust as filler including sperading watering &

consolidation by Vibratory roller 80 KN to 100 KN static

Weight. 2 layer of 75 mm thick compated.

41 Providing and laying bituminous grout base course

37.5mm thick using Emulsion for tackcoat at the rate of

4.00 kg/10 sqmt on WBM surface using B.T. Stone

aggregate as per required gradation with the asphalt of

VG-30 grade at the rate of 1.99% i.e. 19.90 Kg/M.T. by

weight by mix including heating and mixing in drum mix

plant, transporting the mix spreading the same by paver

finisher and consolidation by vibratory roller including cost

of all materials, fuels, labours, tools and plants etc. using

contractors own drum mix plant etc complete.

42 Providing and laying 37.5 mm thick compacted bituminous 66.00 MT 2724.98

macadam with B.T. Aggregate as per M.O.R.T & H

Gradation and Asphalt VG-30 @ 4 Kg/10 Sq Mt and

Kg/10 sq Mt on existing B.T. Surface for tack coat &

Asphalt grade VG-30 for mixing @ 34.00 Kg/M.T. ie 3.40%

of total mix weight of the including heating the aggregates

and Aphal by continues baching of drum mix plant and

spreading the same by paver finisher and consolidation

withvibratory roller 80 KN to 100 KN Static weight including

providing all materials, Equipments, tools and plants, oil,

kerosene, firewood, laboar charges etc. comp. using

contractor's own machineries drum mix plant and paver

finisher etc complete.

43 Providing and laying Bituminous Seal Coat with stone 15.00 MT 2990.61

chips 6 to 10 mm size 0.18 Cum/10sqmt i.e. using

cmt Agg per M.T. mix using Asphalt VG-30 @ of 4.50% of

mix including heating the asphalt and aggregate by

continous batching drum mix plant and paver finisher and

consolidating by vibratory roller including providing

equipment, tools, plant, firewood, oil, kerosene, labour

charge etc, using the contractors own machinery and plant.

44 Supplying and fixing road sign board of MS Plates and 11.00 Nos. 3072.99

angle iron including painting, lettering, etc. complete

including excavation, etc. complete as per IRC type design

- Reflective Type.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

45 Road marking with hot applied thermoplastic paints with 75.00 Sqmt 367.72

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excluding 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 liminance coefficinet

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

road shall be min 100mcd/m2/lux during the service life

during the day time.the marking should meet the

performancecriteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section -

15 of IRC 35-2015.warranty for retro reflectivity shall be

46 Providing and laying Double Walled Corrugated Pipes 64.00 Rmt 112.11

(DWC) of Polyethene conforming to IS-14930-II of 90mm

O.D. with fittings and necessary connecting accessories

of same material at required depth for laying cable into

crash barrier etc. complete as per specification and as

directed by engineer incharge.

47 Cat eye/Road stud/ RPM:Supplying of Twin Shanks 43.00 Nos. 326.23

Raised pavement markers made of polycarbonate and

ABS moulded body and reflective panels with micro

prismatic lens capable of providing total internal reflection

of the light entering the lens face and shall support a load

of 13635kgs.tested in accrodance to ASTM D 4280 type

H and complying to specifications of category A of MORTH

circular No RW/NH/33023/10-97-DO lll Dt 11.06.1997. The

height,width and length shall not exceed 20 mm,130 mm

and 130mm 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 the height not less than 30+/-2 mm) from the body is

to be a minimum value of 500 kgf. Fixing will be by drilling

hole on the road for the shanks to go inside, without nails

and using epoxy based adhesive as per manufacturers

recommendation and color of the marker should be as per

the IRC 35-2015 and as directed by engineer-in-charge.

48 Supplying and fixing the necessary sign boards as per site

requirements and as directed and approved by Engineer

(Retro-reflective Type)

[A] Facility informatory Sign:-

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

Facility Informatory Sign :-Providing and fixing sign boards 2.00 Nos 5906.48

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

composite Panel); size 80 x 60 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

refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr long stand post of

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 foreach board shall be as per

theinstruction 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. Awarranty for 10 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. (A) Class-C Type-11 Retro

Reflective sheeting

[B] Cautionary Warning Sign:

out of 2mm aluminium sheet / 4mm ACP (Aluminum 2.00 Nos 5077.27

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

refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr long stand post of

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 foreach board shall be

as per theinstruction 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

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. (A) Class - C Type -

Retro Reflective Sheeting

[C] Regulatory / Mandatory sign:

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

Providing and fixing sign boards made out of 2mm 2.00 Nos 4618.73

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

refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr long stand post of

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 theinstruction 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

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. (A) Class-C Type-11

Retro Reflective sheeting

[D] Flexible Median Marker

Flexible Median Marker : Providing and fixing of flexible 4.00 Nos 271.69

median marker that are made of tough,high impact

resistant,injection-molded,thermoplastic body with property

of flexibility to provide high durability.The dimension of

flexible median marker should not exceed 18.4 cm in

height (including shank height),12.5cm in width,0.65cm in

thickness and shank depth shall be 3.4cm the body

structure shall be rounded at all its corners and edges.The

plastic used for molding the flexible median marker should

survive impect load of 5kg continuously for 750 times at

room temperature.The logo of the manufacturer shall be

embossed on either side of the body in the injection

molding process.The median marker shall have flame like

shaped body with,fluorescent yellow color retro-reflective

sheeting of size not less than 90 cm square,with fully

reflective micro prismatic cube corners as its retro-

reflective elements as per IRC 67 2012 and ASTM D4956-

09 type XI specifications reflectivity values.The retro-

reflective sheeting shall be one or both sides of the flexible

median marker and shall be edge protected with no

exposed edges which will prevent edge lifting, vandalism,

sheeting damage, etc.The flexible median marker shall be

fixed by a combination of epoxy adhesive and grouting as

recommended by manufacturer and engineer in charge.

[E] Providing and Fixing of NJ Reflector made up of 2mm 4.00 Nos 204.02

Aluminimum of size 100 x 100mm duly pasted with

Reflective shetting of Florescent yellow Type -11 Fixed to

the Bridge wall/ Parapet with Nails.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

[F] Blinkers : Providing & fixing solar power road traffic flasher 2.00 Nos 15680.25

/ blinker (24 hour operations) having 300 mm round light

source, cluster of high intensity ultra bright LED visibility

greater than 500mtr red or amber or as required. Flashing

duty cycle 50% operation for 24 hours located 3.0mtr

above the ground level on post of 80NB MS Post, design

in line with IS 7537-1974 specification of road traffic

signals Solar model 12V, 20WP/124, 40W, Battery 12V

60Ah/12 V 110 AH. Operating temparature 0 to 50 C,

Humidity 93% EH (NC) complete with Installation.

49 Supplying & laying of Uni-Axial / Bi-axial extruded high 91.00 Sqm 253.51

modulus polypropylene geogrid conforming to MORT&H

specification for base/sub-base reinforcement having

minimum tensile strength 30kN/m in the longitudinal and

transverse direction, with 10.5kN/m and 21kN/m tensile

strength at 2% and 5% strain respectively in the

longitudinal and transverse direction, junction efficiency

not less than 95% and with 38mm X 38mm mesh opening.

50 Providing the Diversion by proper means i.e. In proper 50.00 Rmt. 1122.11

grade, camber and approach etc. for easy passing of

traffic incl. Providing neccesary sign board, making etc. as

per instructions of Engineer in charge and maintaining the

same during the period of work up to complition of work.

51 Providing and fixing guard stone as per I.R.C. type design 50.00 Nos. 350.80

including white washing etc. complete.(ii) Fixing in C.C.

52 Supplying and fixing reinforced concrete heavy duty 144.00 Rmt. 5560.01

nonpressure 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 daimeters.(vii)

53 Providing and laying Pitching on slopes laid over prepared 5.00 Cum 1051.41

filtermedia including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical

specifications. A. Stone/ Boulder

Rupees One Crore Sixty One Lakh Eighteen Thousand Three Hundred Forty Four and Paise Five Only.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

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

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. The Contractor will have to submit the all required mix design at his own cost before execution as directed

and to be approved from the Engineer in charge.

6. Credit for dismantalled materials of amount of Rs. 0.00 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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

R & B Sub Division (Panchayat) R & B Sub Division (Panchayat) R & B Sub Division (Panchayat)

Mandvi Kachchh Kachchh