Reconstruction of High Level Minor Bridge at Ch. 13/6 To 13/8 Near Zariya Village on Kevadiya Tanakhala Road. Ta. Garudeshwar, Dist. Narmada.

Item Qty. In figures according to estimated

Item Description Unit

No. Estimated Rs. Ps quantities

1 2.00 Clearing and grubbing site/road/land [including uprooting all vegetation, Hectare 28455.09

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 2.00 Detailed survey of site using Total station, and Marking out the centre line LS 23331.00

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 51.00 Providing and installation of barricades including supplying, painting with Sqm. 273.71

fluorescent paint and fixing CGI sheets 24 SWG of 1.8 m height and M.S.

Posts angle 40 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 requirements.

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) 660.00 Dismantling bricks / Stone masonry, PCC Kerb Median Cum. 418.97

b) 425.00 Dismantling of Concrete Structures Cum. 952.51

c) 493.00 Scarifying existing Approaches flexible pavement. (Scarifying gravelled Sqm. 42.59

macadam or bitumen macadam surface 6 cm to 10 cm.depth including

stacking useful materials on road side and disposing off remaining stuff.)

d) 30.00 Dismantling steel work including distempering and stacking the materials Kg 3.94

with all lead and lift and Steel Material is Property of R&B /Client as

directed by Engineer Incharge.

e) 250.00 Dismantling barbed wire in fencing including making rolls and also Rmt. 69.77

including dismentling fencing posts including all earth work concrete in

base and making good the disturbed ground stacking useful materials as

directed and disposing as directed and disposing of the unserviceable

materials with all lead and lift.

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) 1979.00 Depth upto 3.0m. Cum. 523.28

b) 693.00 Depth from 3.0m.to 6.0m. Cum. 613.92

c) 50.00 Depth from 6.0m.to 9.0m. Cum. 677.18

6 2332.00 Excavation in large boulders and soft rock by welding including shoring, Cum. 733.62

strutting and dewatering as necessary and disposing of the excavated stuff

Item Qty. In figures according to estimated

Item Description Unit

No. Estimated Rs. Ps quantities

7 100.00 Excavation in hard rock by dry-wet blasting and chiselling including Cum. 882.39

dewatering preparing foundation base by proper benching and stepping and

disposing of the excavated stuff as directed.(A) General blasting

8 164.00 Providing and laying in situ M-15 grade bedding concrete in foundation / Cum. 3583.27

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.

9 587.00 Providing and laying in-situ RCC M-35 grade Controlled Cement Cum. 5007.58

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.

10 500.00 Providing and laying M-35 grade Controlled cement concrete for cast-in- Cum. 5335.83

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 specification.

11 210.00 Providing and laying in situ controlled M-35 grade cement concrete for Cum 5414.61

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

12 18.00 Providing and laying in situ controlled M-40 grade cement concrete for Cum 5494.40

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

13 512000.00 Providing and fixing in position fully moulded restrained elastomeric Cucm 0.90

bearings as per detailed drawaings.

14 209.00 Providing and placing in position High Yield Strength Deformed (HYSD) MT 87541.75

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.

15 568.00 Providing and applying one coat of zinc-rich epoxy primer and two coats of Sqm. 624.00

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).

16 2591.00 Providing and filling sand behind abutments and between returns in layers Cum. 478.82

Item Qty. In figures according to estimated

Item Description Unit

No. Estimated Rs. Ps quantities

17 582.00 Providing and laying 600 mm thick filter media behind abutment as per Sqm. 1268.86

detailed drawing & specifications etc complete.

18 386.00 Providing and laying, M-40 grade RCC in-situ or Pre-cast T-Beam Cum. 5963.04

Deck 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 grade

19 68.00 Providing and placing in position High Yield Strength Deformed (HYSD) MT 88412.37

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 drawing.

20 3236.00 Providing and applying one coat Epoxy Phenolic primer of DFT 50 micron Sqm. 670.00

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 laboratory).

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

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.

22 50.00 Providing and casting RCC Kerbs/ Staircase in M-35 controlled Cum. 4999.50

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 reinforcement.

23 60.00 Providing and casting RCC Crash Barrier /RCC Crashbarier with Cum. 5078.28

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

Item Qty. In figures according to estimated

Item Description Unit

No. Estimated Rs. Ps quantities

24 35.00 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a Meter 3361.28

"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

25 118.00 Steel work, welded in built up sections framed work including cutting, Quint. 9108.48

hoisting, fixing in position and applying a priming coat of read lead paint.

(A)In beams and joists, channels angles Tees, flats, with connecting plates

or angle cleats as in main and cross beams. Hip and jack rafters, purlins

conneted to common rafters and the like

26 113.00 Providing and laying precast RCC Footpath Slab in controlled cement Sqm 1135.24

concrete of M-35 grade (minimum 70 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

27 35.00 Providing and casting insitu controlled cement concrete M-35 in RCC Cumt 5267.15

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 contract.

28 58.00 Providing and casting insitu controlled cement concrete M-25 in RCC Rmt 1252.40

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

29 27.00 Providing and placing in position High Yield Strength Deformed (HYSD) MT 88412.37

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 drawing.

Item Qty. In figures according to estimated

Item Description Unit

No. Estimated Rs. Ps quantities

30 516.00 Providing and applying one Primer Coat and two coats of Synthetic Sqm. 122.14

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.

31 98.00 Painting two coats (Excluding priming coat) on new steel and other metal Sqm. 69.15

surface with synthetic enamel paint , brushing to give an even shade

including cleaning surface of all dirt, dust and other foreign matter.

32 20.00 Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST No. 536.03

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 Engineer.

33 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

34 63.00 Providing and fixing in position Modular Strip seal Expansion Joint (for Rmt. 2057.37

movement beyond 80 mm upto 140 mm) as per detailed drawing &

MORTH specification.

The rate is inclusive of supplying, fixing with contractor's own materials,

equipments, machineries, labour, transport, testing, bolts, socket tubes,

neoprene sheet/cap, centre beam, edge beam, support bar,

Chloroprene/neoprene rubber etc. complete. The rate is for complete

finished item and will be paid after fixing in all respect.

The Contractor shall procure Modular Strip Expansion Joint, confirming to

relevant MORTH specification from M/s.Sanfield (India) Ltd. / METCO or

from reputed manufactures who is in approved list of MORTH of Modular

Expansion Joint with prior approval of Engineer-in-charge.

35 2.00 Providing and fixing RCC / Masonary pylons including necessary HYSD Nos. 46965.00

reinforcement, formwork, finishing etc. complete as directed.

36 302.00 Providing & fixing in position 100 mm Dia. A.C. pipes as weep holes in Nos 88.76

Abutments and Return Walls completed in all respect as per specification

and as directed by Engineer.

37 2870.00 Box cutting the road surface to proper slope, and chamber for making a Cum. 112.02

base for road work including removing the excavated stuff and depositing

on the road side as directed up to all lead & Lift.

38 2016.00 Earth work in embankment using selected soil and hard murrum, Cum. 324.21

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

39 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

1412.00 a) Lead up to 5 Km. Cum 103.26

Item Qty. In figures according to estimated

Item Description Unit

No. Estimated Rs. Ps quantities

40 Providing, laying and compacting natural gravel and sand (river bed

material C.B.R. not less than 10%) below sub base course including

527.00 carriage of materials spreading in uniform layer manually on prepared base Cum 964.55

and compacted with vibratory roller to achieve desired density including all

materials, labour etc. complete.

41 Construction of Granular Sub Base (GSB) / Granular Sub Base (GSB) cum

Drainage Layer by providing coarse graded material/crushed stone,

spreading in uniform layers with motor grader on prepared surface, mixing

by mix in place method with rotavator at OMC, and compacting with

vibratory roller to achieve the desired density, including all material, labour,

machinery with all leads and lifts etc. complete as per MORTH

specification Cl

[a] 422.00 For Grading - I Material Cum 902.94

42 527.00 Providing and laying wet mix macadam base course 250 mm thick in two Cu.m 1138.27

layers as per MORTH specification using machine crushed B.T. chips as

per required gradation, mixing with required optimum quantity of water,

conveying the mix to site of work, spreading in to grade and camber with

paver/mechanical means and consolidation each layer with vibratory roller

to achieve the desired density including cost of material labour plant and

equipment etc. complete.

43 Providing & laying DENSE GRADED BITUMINOUS MACADAM

75mm Thick with batch type Drum Mix Plant (DMP) using crushed

aggregates of specified grading, premix with bitumen grade VG-30

bituminous binder @ 4.0 per cent by weight of total mix and filler,

transporting the hot mix to work site, laying with a hydrostatic paver

finisher with sensor control to the required grade, level and alignment,

rolling with smooth wheeled, vibratory and tandem rollers to achieve the

desired compaction complete,including providing & laying tack coat 2.5kg

/10sqm all as per MORTH specification.

167.00 75mm Thick Cu.m 6442.79

44 94.00 Providing and laying bituminous concrete 40mm Thick with 100-120 Cu.m 8118.38

TPH batch type hot mix plant producing an average output of 75 tonnes per

hour using crushed aggregates of specified grading, premixed with

bituminous binder @ 5.2 per cent of mix and filler, transporting the hot

mix to work site, laying with a hydrostatic paver finisher with sensor

control to the required grade, level and alignment, rolling with smooth

wheeled, vibratory and tandem rollers to achieve the desired compaction as

per MORTH specification clause No. 509 complete in all respects

45 Prime coat (Providing and applying primer coat with bitumen emulsion -

SS1 on prepared surface of granular Base including clearing of road surface

and spraying primer at the rate of 0.75kg/sqm using mechanical means.)

Item Qty. In figures according to estimated

Item Description Unit

No. Estimated Rs. Ps quantities

46 Providing and applying tack coat with bitumen emulsion using emulsion

pressure distributor at the rate of 0.25 kg per sqm on the prepared

bituminous cleaned with mechanical broom.

47 50.00 Providing and fixing guard stone as per IRC type design including white Nos. 350.80

washing, etc. complete including fixing in CC 1:5:10.

48 20.00 Supplying and fixing road sign board of MS Plates and angle iron Nos. 3072.99

including painting, lettering, etc. complete including excavation, etc.

complete as per IRC type design - Reflective Type.

49 179.00 Road marking with hot applied thermoplastic paints with reflectorising Sqmt 367.72

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 two year

50 4.00 Providing and fixing MS Anchor Plates of size 250 x 250 x 6 mm thick Nos. 1212.00

along with 4 Nos. of 20 mm dia., 600 mm lone GI "J" Type bolts with

suitable size of GI Nuts/washer with one coat of Red Oxide and two coats

of Bituminous Black Paint and fixing on Crash Barrier / Parapet including

necessary erection, labour, equipments, welding / drilling, grouting / fixing

of plates as per specifications and as directed by the engineer incharge.

51 106.00 Providing and laying Double Walled Corrugated Pipes (DWC) of Rmt 112.11

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.

52 100.00 Providing and fixing Pre-Cast Rubber dye inter locking concrete Block 60 Sq.mt. 705.95

mm thick with grade of concrete M-300 pnumatic compressed / Vibrated

mechanically and as per approved design confirming to IS 15658:2066

including 35mm sand layer for levelling and filling the joint with sand in

proper line and level as per guidelines of IRC : SP 63-2018 etc. Complete.

53 100.00 Providing and fixing pre-cast concrete kerb stone of gray cement based Rmt 374.92

concrete block 30cm length,30cm height and 15cm thick of M250 grade

concret as per approved design and including excavation for fixing in

proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc

Item Qty. In figures according to estimated

Item Description Unit

No. Estimated Rs. Ps quantities

54 98.00 Cat eye/Road stud/ RPM:Supplying of Twin Shanks Raised pavement Nos. 326.23

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

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.

55 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:-

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

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 75 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

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:

2.00 out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); Nos 5077.27

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 75 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 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

Item Qty. In figures according to estimated

Item Description Unit

No. Estimated Rs. Ps quantities

[C] Regulatory / Mandatory sign:

2.00 Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm Nos 4618.73

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 75 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 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

[D] Flexible Median Marker

6.00 Flexible Median Marker : Providing and fixing of flexible median marker Nos 271.69

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

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] 8.00 Providing and Fixing of NJ Reflector made up of 2mm Aluminimum of Nos 268.66

size 100 x 100mm duly pasted with Reflective shetting of Florescent yellow

Type -11 Fixed to the Bridge wall/ Parapet with Nails.

[F] 4.00 Blinkers : Providing & fixing solar power road traffic flasher / blinker (24 Nos 11766.50

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.

56 1995.00 Supplying & laying of Uni-Axial / Bi-axial extruded high modulus Sqm 253.51

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

Item Qty. In figures according to estimated

Item Description Unit

No. Estimated Rs. Ps quantities

57 102.00 Providing and laying chequered terrazo tiles 28mm thick with marble chips Sqm 795.18

of sizes upto 6mm in treads of stairs and staircases in 12mm thick bed of

lime mortar 1:1.5 (1-Lime putty :1.5 coarse sand) or C.M. 1:6 jointed with

neat cement slurry mixed with pigment to match the shade of tiles including

rubbing and polishing complete. (B) Dark shades using ordinary cement

Rupees Five Crore Thirty Six Lakh Sixteen Thousand One Hundred Twenty Three and Paise Seventy Eight 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

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. The credit value of steel work (including dismentling and stacking the materials with all lead and lift) materials

recovered Rs.363600.00 from the contractor’s Running Account (R.A.) Bill.

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

R & B Sub Division (State) R & B Division (State) R & B Division (State)

Rajpipla Narmada Narmada