Morbi RoB, LC-34B under SJMMSVY (3rd invitation): Construction of Proposed Two Lane Railway Over Bridge (RoB) in Lieu of LC No.34 B at Rly. Km. 29/4 to 29/5, Between Morbi – Navlakhi Station on WKT – NLK Section on Morbi – Navlakhi Road” Under programme of SJMMSVY

Item Rate Total Amount

Item Rate Total Amount

Item Discription Quantity Unit

1 Clearing and grubbing road land including uprooting rank 0.50 Hectare 28455.09

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

2 Demarkation of road alingment including marking out road line 1.90 Km 2706.5

by providing and fixing wooden pegs or steel rod of required

size at every 25 M to 50 M & at pier location. including

excavating trenches ion both sodes of 0.30 m. x 0.30M.

including supplying of labours and all materials for every work

3 Dismantling of Flexible Pavements (Dismantling of flexible 1243.50 Cum 525.2

pavements and disposal of dismantled materials up to a lead of

1000 metres, stacking serviceable and unserviceable materials

4 Dismantling of Structures (Dismantling of existing structures 340.00 Cum 920.11

like culverts, bridges, retaining walls and other structure

comprising of masonry, cement concrete, wood work, steel

work, including T&P and scaffolding wherever necessary,

sorting the dismantled material, disposal of unserviceable

material and stacking the serviceable material with all lifts and

lead of 1000 metres). Prestressed / Reinforced cement

concrete grade M-20 & above

5 Empty boring through all sorts of strata for providing 1.20 Mt. 4539.00 Rmt 5557.05

diameter R.C.C. bored piles to required depth required depth

including providing necessary casing pipe with all plants and

equipments as required complete.

6 Providing steel Liner for curbs and steining for wells including 78.60 M.T. 47323.73

fabricating and setting out as per detailed drawing as directed.

7 Providing and laying controlled cement concrete M 35 for 502.00 Cum 5020.71

R.C.C.bored piles of 1.20 M dia. Including ramming, vibrating

and finishing excluding T.M.T Reinforcement complete.

8 Providing and laying controlled cement concrete M 40 for 4628.40 Cum 5107.57

R.C.C. bored piles of 1.20M dia. including ramming , vibrating

and finishing excluding cost of T.M.T reinforcement etc.

9 Excavation for foundation in sand gravel, clay, soft, soils and 7853.50 Cum 511.11

murrum etc. including soring strutting and dewatering as

necessary and dis posing off the excavated stuff as directed (A)

up to 3.00 mt depth and lead upto 100m for 10 Cum

10 Static Load testing of foundation piles including loading with 2000.00 MT 187.38

necessary kentledge or any other suitable method as directed.

11 Dyanamic Load testingof foundation piles including loading with 6.00 NO. 35767.11

necessary kentledge or any other suitable method as directed.

Item Rate Total Amount

Item Rate Total Amount

Item Discription Quantity Unit

12 Conducting Pile low strain integrity test as per ASTM D 5882- 172.00 NO. 1200

96 code of American Society for Testing on cast -in situ RCC

pile of 1200 mm diameter inclusive of analysis with all

contractor's equipment, manpower, site preparation, lead and

lifts etc. complete as per standard procedure, and as directed

by the Engineer in charge. Note:- Rate is inclusive All

equipment, All labour and consumable required & Mobilization

13 Carting of excavated material such as murrum, earth, kapachi, 6521.40 Cum 81.15

gravel, brickbats, kankar, debris, sand, dismantled material,

including loading, unloading, stacking etc. complete at non

objectional place as directed by engineer in charge.(Lead up to

14 Providing & filling in foundation with ordinary cement concrete 774.60 Cum 3715.79

M 15 mix and providing necessary vertical pin headers

including formwork vibrating ramming & curing complete.

15 Providing and casting in-situ controlled cement concrete M 35 2380.00 Cum 5195.44

For R.C.C. pile cap including necessary formwork vibrating,

curing and finishing complete.

16 Providing and casting in situ controlled cement concrete M-35

for R.C.C. return as per drawings including centering

shuttering, scaffolding where necessary, laying vibrating, curing

and finishing complete. complete as per specification.(1) Piers

(2) Abutment (3) RCC return

0.0m TO 5.0mheight 1638.70 Cum 5542.27

5.0m TO 10.0m & Above 204.80 Cum 5866.89

17 Providing and casting in situ controlled cement concrete M-35 986.10 Cum 5992.23

for R.C.C. work in pier cap,abutment cap and dirt wall including

controlled cement concrete M-45 bed blocks or pedstals of

required size below bearings as per detailed drawings,

centering, shuttering, scaffolding, wherever necessary, laying

vibating, curing and finishing complete.

18 Providing and casting in situ controlled cement concrete M-40 234.00 Cum 5701.45

for R.C.C. work in pier cap,abutment cap and dirt wall including

controlled cement concrete M-40 bed blocks or pedstals of

required size below bearings as per detailed drawings,

centering, shuttering, scaffolding, wherever necessary, laying

vibating, curing and finishing complete.

19 Providing and fixing in position of steel grade FE-500D (TMT) 118.00 M.T. 73656.44

for for R.C.C. bored piles & Pile Cap including cutting hooking,

tying, welding etc., complete as per detailed drawing and

20 Providing and fixing in position of steel grade FE-550D (TMT) 1009.00 M.T. 80776.94

for for R.C.C. bored piles & Pile Cap including cutting hooking,

tying, welding etc., complete as per detailed drawing and

21 Providing and fixing in position steel bar for pier, Retaining wall 58.70 M.T. 73858.69

,pier cap ,Dirt wall,pedestal & sesmic arrester reinforcement of

steel grade FE-500D (TMT) including cutting , bending,

hooking, tying, welding etc., complete as per detailed drawing

and Specification.

22 Providing and fixing in position steel bar for pier,Retaining wall 411.20 M.T. 80979.19

,pier cap,Dirt wall,pedestal & sesmic arrester reinforcement of

steel grade FE-550D (TMT) including cutting , bending,

hooking, tying, welding etc., complete as per detailed drawing

and specification.

Item Rate Total Amount

Item Rate Total Amount

Item Discription Quantity Unit

23 Providing and applying Coal Tar Epoxy protective paint for Pile 1547.40 Sq.mt. 125

Cap in two coats of DFT 210 microns for foundations /concrete

surfaces in contact with soil complete as per Specifications and

as directed by the Engineer including all leads and lifts etc.

24 Filling available excavated earth (excluding rock) in 879.10 Cum 136.71

trenches, sides of foundations etc. in layers not exceeding

cm. in depth consolidating each disposited layer by

ramming and watering.

25 Providing and casting in situ controlled cement concrete M-35 731.00 Cum 6110.5

for R.C.C. work in superstructure including centering,shuttering

scaffolding, ramming, vibrating curing and finishing

complete.(A) T-Beam and Deck slab type of superstructure

(II)Main and cross Girder

26 Providing and casting in situ controlled cement M 40 for R.C.C. 182.00 Cum 6190.29

work in superstructure including centring shuttering scaffolding,

ramming, vibrating curing and finishing complete.

27 Supplying, fabrication, assembling of all types of steel girders 406.00 M.T. 171986

of specified spans with structural steel conforming

to Quality "B0" Grade Designation E350 conforming to IS:2062,

erection / slewing / end launching of steel girders with cranes

or any other approved launching methods as per site conditions

(not requiring traffic block) on substructure including provision

of trolley refuges etc., complete as per approved QAP and

drawings conforming

to IRS-B1-2001 and other relevant codes and specifications.

1. Detailed fabrication and erection drawings & launching

methodology will be prepared by the contractor and got

approved from Railway.

2. The rate is all inclusive including launching in position,

complete in all respect except cost of (i) Painting /

Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid

extra under relevant item.

3. The payment shall be made on the theoretical weight of

main components and gusset plates only.

4. Payment Schedule:

(i) Receipt of material at site: 40%

(ii) Fabrication of girders: 20%

(iii) Erection/Launching: 20%

(iv) Completion in all respects: 20%

28 Supplying and fixing HSFG bolts of any dia and any length with 6090.00 Kg 313.97

suitable nuts including DTI washers conforming to IRS-B1-2001

for bridges and steel structures with contractors labour, tools

and plants and lead and lift etc., complete

29 Providing and casting in situ or precast controlled Cement 2698.00 Cum 8786.14

Concrete M-50 for prestressed concrete work in Super structure

including centering, shuttering, curing, scaffolding,ramming,

vibrating, finishing, lauching or shifting complete.(I)Solid

Slab.(II) Deck Slab.(III) Main Girders.(IV) Diaphragm or cross

30 Providing and placing in position FE 500D TMT bar 43.00 M.T. 74728.5

reinforcement including cutting, bending, hooking, and tying

complete as per detailed drawing. For Super Structure & Crash

barrier,Crash barrier with friction slab

Item Rate Total Amount

Item Rate Total Amount

Item Discription Quantity Unit

31 Providing and fixing in position steel bar reinforcement For 785.10 M.T. 81849

Super Structure & Crash barrier,Crash barrier with friction slab

of steel grade FE-550 D (TMT) including cutting ,bending,

hooking, tying, welding etc., complete as per detailed drawing

and specification.

32 Providing and fixing in position to exact profile high tensile 116.03 M.T. 72402.66

steel wires of required ultimate strength including bending,

cutting, tying providing necessary standard and anchorages,

sheathing, stressing, grouting, ducts as per detailed drawing

including necessary plant and machinery complete.

33 Providing and fixing in position fully moulded restrained 737280.00 Cu.cm 0.9

elastometric Bearings as per detailed drawings.

34 Supplying, fitting and fixing in position true to line and level 62400.00 M.T. 58.93

POT-PTFE bearing consisting of a metal piston supported by a

disc or unreinforced elastomer confined within a metal cylinder,

sealing rings, dust seals, PTFE surface sliding against stainless

steel mating surface, completre assembly to be of cast

steel/fabricated structural steel, metal and elastomer elements

to be as per IRC: 83 part-I & II respectively and other parts

conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of

MoRTH Specifications complete asper drawing and approved

technical specifications.

35 Carrying out load test of super structure as directed 1350.00 M.T. 169.92

including all necessary materials plant equipement,

instruments, labour and arrangements for test directed.

36 Providing and casting RCC in M-40 controlled concrete Crash 638.00 Cum 6190.29

Barriers as per detailed drawings including necessary

scaffolding, centering, formwork, mixing in machine,

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.

37 Provding and laying precast R.C.C foothpath slab in 26.00 Sq.mt. 1206.95

controlled cement concrete of M-25 grade (7.0Cm. thickness

including necessary reinforcement and providing and setting

cement chequerd tiles in C.M. 1:5 as per drawing including

necessary formwork, curing and finishing complete.

38 Providing parapet of controlled cement concrete M-30 as per 115.00 Cum 1282.7

detailed drawings with necessary reainforcement including,

shuttering, laying vibrating and finishing to line and level

complete. (ii) Cast in situ.

39 Providing and casting in situ controlled cement concrete 32.00 Cum 5473.59

concrete M-35 for approach slab including formwork curing and

finishing complete.

40 Providing and fixing RCC M:25 architectural pylons at end of 10.00 Cum 4796.84

approach structures including all materials, labour,

reinforcement laying, ramming, curing etc. complete as per

detailed working drawing.

41 Providing and fixing in position steel bar reinforcement For 11.00 M.T. 80363.52

Approach slab & kerb of steel grade FE-550 D (TMT) including

cutting ,bending, hooking, tying, welding etc. complete as per

detailed drawing and specification.

Item Rate Total Amount

Item Rate Total Amount

Item Discription Quantity Unit

42 Providing & laying approved make Double walled corrugated 1961.00 Rmt 62.09

pipes (DWC)of polyethylene (conforming to IS14930II) with

necessary connecting accessories of same material at required

depth in existing trench for laying of cable. below

ground/roadsurface for enclosing cable as dircted by engineer

in charge.(A)50 mm outer dia

43 Providing, laying and jointing in true line and level 110 1550.00 Rmt 876.9

diametre U.P.V.C (Type B) conforming to IS 13592-1992 with

one end plain and other end socketed with rubber ring, &

fittings conforming to ISI 14735-1999 of approved make for

drainage system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on wall using of

PVC clamp of the size 110 mm diametre x 149 mm length x

145 mm heigh at every 2000 mm center to center or shall be

concealed in walls as directed including necessary fittings such

as bends, shoes etc. including testing of pipes and joints and

jointed with adhesive solvent cement including cost of all

44 Supplying, Fabricating and fixing access ladders, inspection 170.00 MT 98201.5

platforms, Trolley refuges etc., on bridges with structural steel

conforming to IS:2062 including welding / bolting, priming

painting with one coat of ready mixed paint of Zinc Chromate

(IS:104) with DFT of 25-30 microns followed by one coat of

Zinc Chrome Red Oxide (IS:2074) with DFT of 25 microns with

all material, labour, T&P as a complete job.

Note: Painting shall be paid separately under relevant item.

45 Providing G.I. 100mm diameter water spouts including 242.00 Each 536.03

necessary iron gratings as per drawings.

46 Strip Seal Expansion Joint (Providing and laying of a strip seal 119.40 Rmt 1733.16

expansion joint catering to maximum horizontal movement

upto 70 mm, complete as per approved drawings and standard

specifications to be installed by the manufacturer/supplier or

their authorised representative ensuring compliance to the

manufacturer's instructions for installation.)

47 Modular Strip / Box Seal Joint (Providing and laying of a 61.00 Rmt 2057.37

modular strip Box steel expansion joint including anchorage

catering to a horizontal movement beyond 70 mm and upto

140mm, complete as per approved drawings and standard

specifications to be installed by the manufacturer/supplier or

their authorised representative ensuring compliance to the

manufacturer's instructions for installation.)

48 Providing and fixing marble slab including engraving and 2.00 Each 1012.65

painting complete.

Item Rate Total Amount

Item Rate Total Amount

Item Discription Quantity Unit

49 Providing and Laying only with Knitted and PVC coated 1340.00 Sq.mt. 5696.4

Polyester Uniaxial Geogrid-Techgrid indigenously manufactured

from selected high tenacity polyester yarn with high molecular

weight (> 25000 g/mol), and low carboxyl end group

(<30mmol/kg) for Reinforced soil wall with granular fill of PHi-

30 degree (design is to be carried out in accordance with IRC

SP:102 With its Latest Amadement) with concrete Panel (M35)

as facia, casting & erection of panels with Techgrid, providing

& laying of levelling pad of M15, providing and laying coping

beam (M25), providing and laying 600mm thick filter media

etc. completed as per the necessary drawing and instruction of

Engineer In Charge. Excluding providing, laying and

compacting selected backfill and retained fill behind the wall,

excavation and ground improvement, if any.

50 Providing Earth fill / Sand & filling in approach portion of 3986.00 Cum 496.92

RE/Retaining Wall as per MORTH section 3100 and IRC:SP:102

latest Revision including laying as per specification

,compaction in 250 mm thick loose layers and dressing

(MORTH specification Cl. by mechanical means using motor

grader including 305.3.5), watering upto required OMC

including rolling with the use of vibratory roller when fill is at

suitable moisture content with desired field density all as per

the approved design ,drawing, specification and directed by the

Providing and casting RCC in M-40 controlled concrete Crash 467.00 Cum 6190.29

Barrier with friction slab (For RE Wall portion) as per detailed

drawings including necessary scaffolding, centering, formwork,

mixing in machine, 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.

52 Box cutting the road surface to proper slope and camber for 7321.50 Cum 109.24

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed with all

53 Earth work for embankment with effective CBR 5% including 2977.30 Cum 223.21

breaking clods dressing With all lead and lift and including

watering, rolling, and consolidation of subgrade in layers at

O.MC. to required dry density including filling the depressing

which occur during the process using vibratory roller 8.T. to

T. (from borrow area within 5 km lead)

54 Construction of 200 mm thick compacted coarsed granular 1673.00 Cum 1656.7

subbase (Grade-I crushed B.T materials of 53 mm to 26.5 mm

%) by providing close graded material , mixing in a mechanical

mix plant at OMC,carriage of a mix material to work site,

spreading uniform layers with motor grader on prepared

surface and compacting with vibratory power roller to achieve

desire density , complete clause as per

55 Providing and laying wet mix base course macadam 250 mm in 603.00 Cum 1718.01

Two layer using machine crushed chips as per required

gradation mixing with required optimum quantity of water

conveying the mix to site and spreading to grade and camber

with mechanical paver consolidation by vibratory roller

including material, labour, plant and machinery and equipment

Item Rate Total Amount

Item Rate Total Amount

Item Discription Quantity Unit

56 Providing and applying priming coat with emulsion SS1 grade 7310.00 Sq.mt. 100.71

at the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and

preparing the surface heating, and applying etc. complete.

57 Providing and laying 95 mm DBM in single layer using crushed 432.00 M.T. 5405.48

stone aggregate BT chips as per required gradation and using

emulsion asphalt as a tack coat @ 2.5 kg / 10 sqmt and the VG-

30 grade asphalt at 40 kg/MT)by total weight of mix hot laid

process using hot mix plant including heating and mixing

asphalt & materials by hot mix process transporting the mix

and laying by paver finisher including consolidation with

vibratory roller including cost of material, labour, machinery

equipment and fuel , oil , lubricant for plant and machinery

using contractor's own plant and machineries etc. complete

58 Providing and laying 80 mm DBM in single layer using crushed 80.00 M.T. 5239.2

stone aggregate BT chips as per required gradation and using

emulsion asphalt as a tack coat @ 2.5 kg / 10 sqmt and the VG-

30 grade asphalt at 40 kg/MT)by total weight of mix hot laid

process using hot mix plant including heating and mixing

asphalt & materials by hot mix process transporting the mix

and laying by paver finisher including consolidation with

vibratory roller including cost of material, labour, machinery

equipment and fuel , oil , lubricant for plant and machinery

using contractor's own plant and machineries etc. complete

59 Providing and laying 40 mm Bitumen concrete using crushed 240.00 M.T. 5867.5

stone aggregate BT chips as per required gradation and the

VG-30 grade asphalt at 52 kg/MT)by total weight of mix hot

laid process using hot mix plant including heating and mixing

asphalt & materials by drum mix process transporting the mix

and laying by paver finisher including consolidation with

vibratory roller including cost of material, labour, machinery

equipment and fuel , oil , lubricant for plant and machinery

using contractor's own plant and machineries etc. complete.

60 Providing and laying 50 mm Bitumen concrete using crushed 591.00 M.T. 5664.08

stone aggregate BT chips as per required gradation and the

VG-30 grade asphalt at 52 kg/MT)by total weight of mix hot

laid process using hot mix plant including heating and mixing

asphalt & materials by drum mix process transporting the mix

and laying by paver finisher including consolidation with

vibratory roller including cost of material, labour, machinery

equipment and fuel , oil , lubricant for plant and machinery

using contractor's own plant and machineries etc. complete.

61 Providing and applying tack coat with emulsion RS1 grade at 5348.00 Sq.mt. 18.63

the rate of 3.0 kg/ 10 Sq.mt. including cost of asphalt and

preparing the surface heating, and applying etc. complete.

Item Rate Total Amount

Item Rate Total Amount

Item Discription Quantity Unit

62 Mastic Asphalt (Providing and laying 25 mm thick mastic 431.00 Sq.mt. 196.95

asphalt wearing course with paving grade bitumen meeting the

requirements given in table 500-29, prepared by using mastic

cooker and laid to required level and slope after cleaning the

surface, including providing antiskid surface with bitumen

precoated fine-grained hard stone chipping of 6 mm nominal

size at the rate of 0.005cum per 10 sqm and at an approximate

spacing of 10 cm center to center in both directions, pressed

into surface when the temperature of surfaces not less than

1000C, protruding 1 mm to 4 mm over mastic surface, all

complete as per clause 515.)

63 Mastic Asphalt (Providing and laying 6 mm thick mastic asphalt 4917.00 Sq.mt. 196.95

wearing course with paving grade bitumen meeting the

requirements given in table 500-29, prepared by using mastic

cooker and laid to required level and slope after cleaning the

surface, including providing antiskid surface with bitumen

precoated fine-grained hard stone chipping of 6 mm nominal

size at the rate of 0.005cum per 10 sqm and at an approximate

spacing of 10 cm center to center in both directions, pressed

into surface when the temperature of surfaces not less than

1000C, protruding 1 mm to 4 mm over mastic surface, all

complete as per clause 515.)

64 Construction of dry lean cement concrete Sub- base over a 596.00 Cum 3565.3

prepared sub-grade or drainage layer with coarse and fine

aggregate conforming to IS: 383, the size of coarse aggregate

not exceeding 25 mm, aggregate cement ratio not to exceed

15:1, aggregate gradation after blending to be as per table 600-

1, cement content not to be less than 150 kg/ cum, optimum

moisture content to be determinedduring trial length

construction, concrete strength not to be less than 10 Mpa at

days, mixed in a batching plant, transported to site, laid with a

paver finisher with electronic sensor, compacting with 8-

tonnes vibratory roller, finishing and curing as per clause

of specification complete in all respect.

65 Construction of un-reinforced, dowel jointed, plain cement 1787.00 Cum 6765.99

concrete pavement with M-40 grade concrete over a prepared

sub base with cement , coarse and fine aggregate conforming

to IS 383, maximum size of coarse aggregate not exceeding

mm, mixed in a batching and mixing plant as per approved mix

design, transported to site, laid with electronic sensor slip form

paver, spread, compacted and finished in a continuous

operation including provision of contraction, expansion,

construction and longitudinal joints, joint filler, separation

membrane,sealant primer,joint sealant, debonding

strip,admixtures as approved,curing compound, finishing to

lines and grades as per drawing asper IRC 15

Item Rate Total Amount

Item Rate Total Amount

Item Discription Quantity Unit

66 Road marking with hot applied thermoplastic paints with 652.00 Sq.mt. 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 beds

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 shalll be

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

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 for the Retro

reflectivity should be two years.

67 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 597.00 NO. 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 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+/-

mm) from the body is to be a minimum value of 500 Kgf.

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 manufacturers recommendation and The color of the

marker should be as per the IRC 35-2015 and as directed by

Engineer-in-charge.

68 Facility Informatory Sign :-Providing and fixing sign boards 1.00 NO. 3990.64

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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM

D-4956 and latest M.O.S.T.Specifications; 3.6mtr 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

35 x 35 x 3mm; 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 shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective sheeting.

Item Rate Total Amount

Item Rate Total Amount

Item Discription Quantity Unit

69 Regulatory/ Mandatory Sign :-Providing and fixing sign boards 4.00 NO. 3540.12

made out of 2mm 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 High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-4956

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

Iron Angle 75 x75 x 6mm / 65NB Ci rcular MS Pipe as required

and frame fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy coatings in black and

white bends. The details of symbol for each board shall be as

per t he 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 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 thi rd

party test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective sheeting.

70 Providing and fixing Cautionary Sign Board made out of 2mm 10.00 NO. 3906.19

aluminium sheet/ 4 mm ACP (aluminium composite panel), size

90 x 90 x 90 cms equilateral triangle, as per the design of IRC-

67-2012. Pre treated with phosphating process and acid

etching coated with one coat of epoxy primer and two coats of

best quality epoxy paint, refloctrorized with high intensity

prismatic grade retro reflective sheeting of type-4 as per ASTM

D-4956 and as per the latest M.O.S.T. specification, 3.6 Mt.

long stand post and frame fabricated from suitable size iron

angle of 75 x 75 x 6mm / 65 NB circular MS pipe as required

and frame fabricated from suitable size iron angle & 35 x 35 x

3mm; painted with best quality epoxy coating 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 and certified

copy of three years outdoor exposure test report from third

party test lab for the product offered shall be submitted by

contractor.(B) Class-B type-4 retro reflective sheeting.

Item Rate Total Amount

Item Rate Total Amount

Item Discription Quantity Unit

71 STOP Sign :-Providing and fixing sign boards made out of 2mm 1.00 NO. 6704.36

aluminium sheet I 4mm ACP (Aluminium composite Panel); size

90 ems. Octagonal as per design of IRC-67-2012. Pre-treated

with phosphating 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 M.O.S.T.

Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x

6mm /GSNB Circu lar 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 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 & a certified

copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective sheeting.

72 Hazard Marker Sign :-Providing and fixing sign boards made 2.00 NO. 3518.69

out of l.5mm aluminium sheet / 3mm ACP (Aluminum

composite Panel); size 90x30 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 refiective sheeting of Type-11 as per ASTM D

and latest M.O.S.T.Specifications; 1.8mtr 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 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 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. (B) Class-B Type-4 Retro Reflective sheeting.

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Item Discription Quantity Unit

73 Chevron sign :-Providing and fixing sign boards made out of 34.00 NO. 3711.75

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50cm 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; 3.3 mtr 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

of35x35x3mm; painted with bestquality 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

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 shall be submitted by

contractor. (A) Class-B Type-4 Retro Reflective sheeting

74 Providing and applying one coat Epoxy Phenolic primer of DFT 14419.00 Sq.mt. 196.95

50 micron and two coats of Epoxy Phenolic coating of DFT

microns each or any other equivalent epoxy coating system to

all concrete surfaces exposed to atmosphere in substructure

and superstructure 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. (Paint

shall be got approved from Engineer and tested from approved

75 Painting Two Coats on New Concrete Surfaces (Painting two 2681.00 Sq.mt. 80.80

coats after filling the surface with synthetic enamel paint in all

shades on new plastered concrete surfaces)

76 Providing & fixing ordinary Kilometre stone of precast C.C. 1.00 Each 1293.39

1:2:4 including necessary reinforcement as per I.R.C. type

design in C.C. 1:4:8 including letter & paints etc. complete (For

77 Providing and casting in situ controlled cement concrete M- 78.00 Cum 5107.57

30 for Kerb/ kerb blocks including formwork curing and

finishing, complete

78 Providing and laying of Extruded Biaxial Polypropylene 840.00 Sq.mt. 656.50

Geogride 30 KN as per clause no 3102.8 and approval design

and specification with accesories like tie strips,nuts & bolts and

loops/lugs for joining reinforcing elements with the facia

,pannels and overlaps and other protective elements as per

detailed specification.

79 Providing fusion bonded Epoxy coating not less than 175 665.00 MT 10162.62

micron thickness and up to 300 micron to reinforcement bars

as per IS-13620-1993/ASTM-775 M including testing of coating

at plant and all taxes (A) 10mm to 16mm dia bar

80 Providing fusion bonded Epoxy coating not less than 175 1551.00 MT 7296.24

micron thickness and up to 300 micron to reinforcement bars

as per IS-13620-1993/ASTM-775 M including testing of coating

at plant and all taxes (B) 20mm to 32 mm dia bar

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Item Discription Quantity Unit

81 Making trench in soft soil of suitable width of 90 cms deep for 390.00 Rmt 46.46

laying cable or locating the fault all over the run and backfilling

the same and making the surface as normal ground.

82 Supplying following size of Light duty “A” Class G.I . Pipe & 10.00 Rmt 298.22

erecting as directed by Engineer-in-charge. (B)50 mm dia

83 Providing & laying approved make Double walled corrugated 1110.00 Rmt 62.09

pipes (DWC) of polyethylene(conforming to IS 14930 II )with

necessary connecting accessories of same material at required

depth for laying of cable. below ground / road surface for

enclosing cable and back filling the same to make ground as

per original. (A)50 mm dia

84 Providing and, fixing heavy duty flange type brass cable gland 4.00 Each 102.15

with rubber ring for PVC insulated armoured cable complete

with out going tails, insulating tape etc for following size of

85 Solderless crimping type Aluminium lugs conforming to IS 14.00 Each 15.03

suitable for cable of following size evenly crimped with high

pressure tool & connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved manner.

86 Solderless crimping type Aluminium lugs conforming to IS 4.00 Each 20.03

suitable for cable of following size evenly crimped with high

pressure tool & connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved manner. (E)

87 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured 1110.00 Rmt 137.12

cable multistrand Aluminium conductor for 1.1 KV. to be laid

on wall with necessary clamps or in existing trench / pipe of

following size of cables (d) 4 core 10 Sq. mm

88 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured 90.00 Rmt 369.22

cable multistrand Aluminium conductor for 1.1 KV. to be laid

on wall with necessary clamps or in existing trench / pipe of

following size of cables (c) 3 1/2 core 70 Sq. mm (35 Sq. mm

89 Providing & erecting approved make street light / wall 15.00 Each. 353.26

mounting junction box compression moulded from DMC

(thermoset plastic) vertical sliding cover having locking with

square head stud loop in / loop out in built terminal suitable for

four core cable, waterproof of I.P. 54 protected with clamp or

bolt nut & earth bolt of following size.[A] 200mm x 127mm x

90 Providing Street Light pole bracket consisting of medium class

MS pipe of 4.2 cms. Out side dia complete with suitable

sleeve tubing 45 cms. long M S. pipe (Medium Class). Suitable

for 76.5 mm /80mm / required size of pole top having

sufficient fastners for fixing the brackets and having spread of

1.5.Rmt. length with 110 deg.with vertical plane & suitable

welded stays, reducer and with check nuts complete painted

with one coat of Red oxide / PU base primer and two coats of

Aluminium / PU paint. paint with following nos of arms.

[A] Single Arm Bracket 1.5 Mtr 15.00 Each. 620.43

[B] Double Arm Bracket 1.5 Mtr 24.00 Each. 907.51

Item Rate Total Amount

Item Rate Total Amount

Item Discription Quantity Unit

91 Supplying and erecting LED street light / Flood light fittings 63.00 Each. 6502.7

with High power White LEDs wattage of 3 Watt and above

assembled on single MCPCB, efficiency more than 130 lm/w

and corrosion free High pressure die cast aluminum housing

with smooth finish powder coated and heat sink extruded

aluminium with diffuser and Polycarbonate optics/ lenses, with

toughened glass with company mark/name engraved or

embossed 160 to 270 V,Power Factor more than 0.95, THD <

10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire

efficacy> 100 lumens/watt . LED driver efficiency > 85 %.

(A) Steet Light (IP-65), Surge protection -4KV integral and

,Light must have 440VAC line supply with over-voltage

(iv) above 90 to 120 watts (Cat-3)

(CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/

BridgeLux (U.S.A.) make LED used for luminaire. ( Each fittings

required LM-79 & LM-80 (g) above 90 to 120 watts

92 Supplying and erecting approved make Octagonal pole made 39.00 Each. 19582.6

from HR sheet steel. The pole should be made as per IS. and

shall be coated with hot dip galvanizing as per IS

2629/2633/4759, suitable suspend local wind speed with

integral Junction box consist of terminal plate of min 6mm

Hylam sheet, standard profile 35mmX7.5mm Din-Rail for MCB

Mounting, stud type terminal and arrangement for cable

termination to be erected With Suitable foundation (Included)

as per details given by manufacturer considering site

(I) 10 Mtr. Long 70 mm Top X 175 mm bottom dia, 4 mm

thickness with 275mmX275mmX16mm base plate, 4-M24 Bolts

and 750mm long with necessary G.I. J Bolts .Approx Pole

93 Supplying and erecting Flexible PVC insulated multistrand 260.00 Each. 44.02

multicore 1.1 kv grade ISI marked copper wires of following

size to be erected as directed. e) 1.50 Sq.mm 3 core round PVC

94 Supplying and erecting Flexible PVC insulated multistrand 10.00 Each. 816.28

multicore 1.1 kv grade ISI marked copper wires of following

size to be erected as directed. e) 1.50 Sq.mm 3 core round PVC

95 For using salt and charcoal / coke as required for pipe type 10.00 Each. 170.17

96 Providing and erecting HOT deep Galvanised iron strip wire 8 to 46.80 KG 77.17

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Item Discription Quantity Unit

97 Supplying & erecting in earthpit of minimum bore dia. 225mm 4.00 Each 5788.31

size approved make Safe Earthing Electrode consisting Pipe-in-

Pipe Technology as per IS 3043-1987 made of corrosion free

hot dipped G.I.Pipes having Outer pipe dia of 80mm having 80-

200 Micron galvanising, inner pipe dia of 40 mm having

250 Micron galvanising, connection terminal dia Of 14mm with

constant ohmic value surrounded by highly conductive

compound with high charge dissipation suitable for following

type of applications with chamber and heavy duty cover

(A)(approved make OEM has to submit test certificate including

value of earth resistance of installation duly stamped and

signed by agency and officer Incharge has to ensure the value

of earthing resistane mentioned in test Certificate) & having

back filling compound of (B) Inner chemical (CCM Compound)-

Resistivity:- 0.2 ohm / meter testing as per IEC 62561-2017,

Voltage drop:- < 1 volt at no load & dry form, Sulphar content.-

<2%(C) Back fill Compound - Earthing compound should be

capable to retain moisture for long time Necessary test report

must be submitted by Agency.

[A] For electrical installation up to 440 V Length of Pipe - 1 Mtr

Backfilling compound-1Nos. of Bag of 15 Kgs.

98 Supplying & erecting IP 55 grade following size section pillar 2.00 Each. 3561.7

fabricated from joint less M.S. Sheet with angle iron legs made

from jointless M.S. Angle with cable clamps to be buried in

ground to have appropriate erection to work uniform until

erected with cement concrete foundation and 45 cm high bricks

work finishing with plaster etc. hinged double door internally

supported on both side, with internal and outside looking

arrangement with look and keys in duplicate 35 x 35 x 5 mm

M.S. Angle of Two Nos. one is welded and other with nut and

bolt for erecting Bakelite sheet. Painting the Section Pillar

inside and out side with three tank powder coated paint.

section pillar roof should be without joint with water leakage

proof & tested as per IP 55 test & followed by IS 2147 of

(B) 75 X 60 X 45 cm section pillar fabricated from 16 Gauge MS

Sheet with angle iron legs 45 cm long made from 35 X 35 X

mm thick MS angle.

99 Providing and erecting Miniature circuit breaker single pole 6A 30.00 Each. 111.13

to 25A suitablet operate on 240V A.C. system and having

breaking capacity 10 KA to be erected in existing box.

Confirming to IS 8828/1996 with ISI Mark.

100 Providing & erecting 415V MCB Four Pole Switch for Lighting 4.00 Each. 573.26

Load (B curve) having 10KA breaking capacity & confirms to IS

:8828 in existing box having following capacity (a) 6 to

101 Supplying and erecting bakelite sheet 12mm thick HYLAM make 12.60 Sq.m. 2289.43

on existing angle iron frame.

102 Supplying & erecting approved make Digital time switch having 4.00 Each. 3137.43

lithium cell 6 years operative and operate battery backup

channel day clock with 14 memory programme, suitable to

operate on 240V + 5%, 16A with, floating contacts Minimum

switching setup time 1 minimum & LCD display. Also comprised

permanent ON/OFF switching. Programming switches & housed

in fire proof thermoplastic enclosure & transparent cover

erected as required with necessary connection erected as

Item Rate Total Amount

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Item Discription Quantity Unit

103 Supplying & erecting power contactor for time switch complete 4.00 Each. 789.26

erected and connected as per direction Cat III [C] 4 pole 440V

16 Amp. [A] 2 Pole 250V 12 Amp.

104 Providing and fixing pre-cast Rubber Dye / steel Dye inter 2473.40 Sqm 706.93

locking concrete block 60mm thick with grade of concrete

M300 pnumatic compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint with sand in

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

105 Planting Flowering Plants and Shrubs in Central Verge in 5m 0.60 Km 56840.78

width , as instructed by Engg in charge.

106 Providing and fixing 1.20 Metre high fencing with 2.0 Metre 1192.00 Meter 391.93

long M.S. Angle posts 40mm x 40 mm x6 mm and oil painting

3 coats fixed at 2.5 Mt,C/c. with five Horizontan lines and two

diagonals of galvanised steel barbed wire weighting 9.38 Kg.

per 100 Metre, strained and fixed to posts with G.I,staples

including fixing the postsin ground with 0.5 M x 0.5.M x 0.5 M.

block in C.C1:5:10 etc complete.

Total of Schedule B: