Urban Fabric Revival and Heritage Path Development from Nagar Darwaja to Darbargadh, Morbi

Rate Sr. Item of Work Qtty Unit

Providing and installation of barricading with retro reflective paint/ film/ tapes

(Minimum 2.0Mt. height) for the construction of road work, along with necessary

diversion arrangement for existing traffic movement in an unobstructed condition, all

relevant markings, sign boards and illumination as per relevant MORT&H

specification. Precoated galvanised iron profile sheets shall be of approved make and

shade having 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 grams

per sqm as per IS: 277, in 550 mpa steel grade, 5-7 microns epoxy primer on both side

of the sheet and polyester top coat 15-18 microns. Rate to be inclusive of all

materials, fabrication works, paint works for information (retro reflective paint),

foundation works, transportation, loading, unloading, installation, dismantling and

inclusive of all taxes and including the same design for providing openable gates. No

extra rental will be given to the contractor in case of any delays from his part for

construction or due to any valid time limit extensions. Each barricading sheet is to be

numbered with a unique number. The barricading provided shall be retained in

position at site continuously i/c shifting of barricading from one location to another

location as many times as required during the execution of the entire work till its

completion. Rate include its maintenance for damages, painting, all incidentals, labour

materials, equipments and works required to execute the job. The barricading shall

733.5 1 not be removed without prior approval of Engineer-in-Charge. 1412.03 Sqmt

Removing and refixing the installed barricading system as per above item description

with in site area. Rate to be inclusive of all materials, fabrication works, required for

removing and refixing baricading with in site area, foundation works, transportation,

loading, unloading, installation, dismantling etc. The barricading provided shall be

retained in position at site continuously i/c shifting of barricading from one location to

another location as required during the execution of the entire work till its

completion. Rate include its maintenance for damages, painting, all incidentals, labour

materials, equipments and works required to execute the job. The barricading shall

not be removed without prior approval of Engineer-in Charge. The barricading

provided shall remain to be the property of the contractor on completion of the work.

Blinkers are to be installed on the barricading and rate for blinkers will be payable as

per relevant item. Barricading is to be cleaned by means of washing with water on a

weekly basis or as and when required as per the instructions of Engineer in charge.

Payment shall be made for Sqm area of barricading sheet and number of shifting from

366.75 2 start of work till completion of work. 1412.03 Sqm

Box cutting the road surface to proper slope and camber for making a base for road

work including removing the excavated stuff and depositing on the road side slope as

205.35 3 directed upto 50Mt.lead. 2264.7 cum

Demolition including stacking of serviceable materilas and disposal of unserviceable

1020.6 4 materials with all lead and lift. (i) R.C.C. work 24 cu.m

Demolition of Brick work and stone masonry including stacking of serviceable

materilas and disposal of unserviceable materials with all lead and lift.(ii) In Cement

530.78 5 Mortar. 239.7 cu.m

Dismentaling tiled of stone floors laid in mortar including stacking of serviceable

46.31 6 materilas and disposal of unserviceable materials with all lead and lift. 800 Sqm

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or

187.43 7 soft soiL 7549 cu.m

Removal of existing any type of paving or paving stones of any type, any size, any

thickness in required depth including removing paver with spil sub base

and breaking sub base i.e concrete or metaling etc under the supervision of

concerned department, disposal unserviceable material with all lifts and up to

any lead at non objectional place and stacking the serviceable material (paver) upto

any private or corporation Land (if corporation land is used then contractor to pay

rent to the corporation) store including loading, unloading as directed by Engineer-in-

27.44 8 charge. : paver blocks at the chowks 1945.6 sqm

Removal of existing Light Poles/ telephone pole/ electrical pole/ signage pole with

fixtures/ signage sheet/ac units all cabling work including excavation, Breaking

concrete foundation under the supervision of concerned department, disposal

unserviceable material with all lifts and up to any lead at non objectional place and

stacking the serviceable material upto any private or corporation Land (if corporation

land is used then contractor to pay rent to corporation) store including loading,

5339.29 9 unloading as directed by Engineer in-charge. 70 No.

Suppliying of graded stone aggregate of following sizes (for W.B.M. Road)(3) Crushed

stone aggregate for Hard Quality up to 63 mm size- upto 250mm and 350mm near

405 10 otla/footpath 1967.2 cum

201.96 11 Supplying of brick aggregate 40mm nominal size- upto 150mm 1132.347 cum

Spreading the stone aggregate for rolling and W.B.M. including filling the interstices

to required camber and gradient (excluding spreading of Blindage)(ii) 40mm to 63mm

247.28 12 size aggreagates (H.B.) 1967.2 cum

Preparing surface by Brushing with wire brushes for removing caked mud etc.

sweeping with brooms and finally fanning the cleaned surface with gunney bags to

28.04 13 remove all loose dirt etc.(i) Water bound macadam surface (New) 7549 Sqm

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand

broken stone aggregates 40 mmnominal size) and curing complete excluding cost of

2928.6 14 formwork in (A) Foundation and Plinth - 100mm 839.6198 cum

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars

for culverts carrying heavy traffic as per IS 458-1991 specifications including setting

the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following

1164.84 15 internal daimeters.(ii) 450mm dia. - sewer and rainwater drainage lines 2825 Rmt

Ductile Iron Pipes with internal cement mortar lining and external Zinc coating with

finishing layer of Bitumen; manufactured, tested and duly marked in strict accordance

with and confirming to IS: 8329/2000 (as per latest amendment); suitable for push-on

Jointing, along-with one number Rubber Gaskets for each length of pipe (EPDM

5227 16 Gasket as per IS: 5382/1985). (Class-K7) For 450 mm Dia.- water supply 867 Rmt

Making trench in soft soil of suitable width of 90 cm deep for laying cable or locating

the fault all over the run and back filling the same and making the surface as normal

54 17 ground. 706.015 rmt

Providing & laying R.C.C. hume pipe for cable to be laid 90 cm below ground across

the road crossing or on floor with necessary material in an approved manner and

532 18 making the ground as per original.: 450mm dia. - electric cables 867 Rmt.

Providing & laying approved make Double walled corrugated pipes (DWC) of

polyethylene (conforming to IS 14930 II) with necessary connecting accessories of

same material at required depth in existing trench for laying of cable below ground /

111 19 road surface for enclosing cable. (c). 90 mm outer dia. - private connections 867 Rmt.

159 20 (d). 120 mm outer dia.- general connections 867 Rmt.

Constructing Brick masonry road gully chamber 500mm x 450mm x 600mm including

1997.22 21 500mm x 450mm C.I. horizontal grating wih frame complete. 20 no.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-

graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement

: 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with

Cement Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat of neat

cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand

:4-stone aggregate 20mm nominal size) finished smooth complete including curing

and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover with

frame size 560mm diameter total weight of cover and frame to be not less than

kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick

msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for 150mm

19139.07 22 diameter sewer. 15 each

Covering of cable with second class bricks or cement tiles laid cover the cable

crosswise & also on both sides with covering of 7.5 Cm. layer of sand above & below

120 23 cable (16 bricks per meter) 706.015 Rmt

Filling available excavated earth (excluding rock) in trenches. plinth, sides of

foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited

129.1 24 layer by ramming and watering 1887.245 cu.m

Filling in plinth with sand under floors including watering ramming, consolidating and

438.11 25 dressing complete 1038 cu.m

79.86 26 Filling around the pipes with murrum including dressing, tampering etc. complete. 63.6 cu.m

Rolling of earthwork in layers with power roller including filling in depressions which

13.27 27 occur during the process. 1887.245 cu.m

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete

block 30cm length,30cm height and 15cm thick of M200 grade concret as per

approved design and including excavation for fixing in proper line and level,filling the

378 28 joint with C:M 1:3 (1cement:3fine sand) etc complete. 706.015 Rmt.

Providing and casting in situ controlled cement concrete M-200 for Kerb/ kerb blocks

4643.42 29 including formwork curing and finishing, complete 1.8 cu.m

Supply of Dished Channel of VYARA make, as per the below profile drawing,

manufactured on Vacuum Wet Press Machine with hydraulic pressing of wet concrete

mixture to a minimum of 400 tons with simultaneous vacuuming, using ECO filters

with pimple finish. Brand name of the vendor should be embossed on the back side of

900 30 every piece. size: 600x300x125mm 1415 per piece

Providing and laying polished Kota stone slab flooring over 20mm (Average) thick base

of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 -

coarse sand) laid over and jointed with grey cement slurry mixed with pigment to

match the shade of slab including rubbing and polishing etc. complete. (A) 25mm

956.03 31 thick 800 Sqm

Providing and laying polished kota stone slab 25mm thick in risers of steps,skirting

Dedo and pillars laid on 10mm thick cement mortar 1:3 (1-Cement : 3 coarse sand)

and jointed with gray cement slury mixed with pigment to match the shade of slab

1078.88 32 including rubbing and polishing etc. complete 90 Sqm

Providing and laying multi-colored stones like Mandhana, black kadappa, leather

finished kota stone and rajula stone with avg. thickness of 30mm, in 1:6 cement laid

over and jointed with groove and spacer and white and grey cement slurry mixed with

2034.24 33 pigments to match the shade of the floorng etc. in the outdoor plaza areas. 6750 Sqm

Providing and Installaiton of Multicolour rought cut cobble stones 100x100x60mm in

1:4 cement mortar with 6mm goorves upon 50mm pcc bedding concrete and 50mm

sand bed including installation as per pattern and design including cutting to shape,

1574.24 34 curing and cleaning complete as per the instructions of Engineer in charge 675 Sqm

Supplying and fixing cat eye made out from Acrilo beautile sterine injuction high

compressed molding with reflector made of MMC (prismatic type of size 12cm x 6cm

x 2.5cm) provided with bituminous adhesive 100g. with each unit for fixing. (High

372 35 Intensity grade) 36 no.

Solar Stud: Supplying of Solar Raised Pavement Markers made of polycarbonate

molded body with circular shape, solar powered, LED self illumination in active mode,

360 degree illumination and reflective panels with micro prismatic lens capable of

providing total internal reflection of the light entering the lens face in passive mode.

The marker shall support a load of 20000 kg tested in accordance to ASTM D

The marker should be resistant to dust and water ingress according to IP 65 standards

and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could

be provided in red or yellow (amber) as per requirement and typical frequency of

blinking is 1 Hz. There should be current losses of less than 20 micro-amperes at 2.4 V

in sleep-charging mode to enhance the life of the marker and a full charge should

provide for a minimum autonomy of 50 hours. The height, width and length of the

marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter

of the marker shall not be less than 100 mm respectively. The weight of the marker

shall not exceed 0.5 Kilograms. 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

2068 36 manufacturers recommendation and complete as directed by the engineer 36 Each

Providing and laying cement concrete pavement (25mm to 50mm thick) with 1:2:4 (1-

cement : 2-coarse sand : 4-stone aggregate 20mm nominal size) including finishing

4329.6 37 with floating coat of neat cement complete. 33.75 cu.m

Providing and fixing heritage markers of approved design and drawings. Rate should

include fixing in pavement surface, bedding as per paver area, complete in all respect

1500 38 with all tools, tackles, chemical, etc., complete in all respect. 50 No.

Providing and laying cement concrete tactile tiles of size 300 x 300 x 25 to 30mm of

Vyara, Super, Nishu, etc or equivalent of approved make and pattern having water

absorption not over 6% and conforming to IS: 13801:1993, of approved make, pattern

and shade (with UV light resistant colours from Lanxess

only) in outdoor floors such as footpath, court yard, multi modals location etc., laid on

30 to 40mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand)

in all shapes & patterns including grouting the joints with white cement mixed with

812.09 39 matching pigments etc. complete as per direction of Engineer-in-Charge. 423.609 sqm

Erection of temporary screen on exterior walls covering the façade using HDPE/jute

fabric/plastic for prevention of dust, dirt, pollution and direct impact on the nearby

traffic / residents.The material shall be provided on rental basis.as per direction of

86.1 40 Engineer/Architect-in-Charge. 6355 sqm

Provision for Erection, use and dismantling of temporary supports and shoring on the

exterior walls and perihphery using heavy MS H frames, Jacks, Bearing Plates, Steel

Sheets, Non corrosive painted Studs and clamps, couplers joiners and brackets etc. A

temporary support system shall be installed surrounding the structure without

causing any damage to historic sufrace or taking suppor of it, using H frame of tubular

sections during work execution and shall be dismantled after the completion of work

for the project duration. In no case scaffolding or any part of it should rest or support

244 41 on to the historic structure. 3180 sqm

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. Height of propping and centering

below supporting floor to ceiling not exceeding 4 M. and removal of the same for in

situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of

170.1 42 Columns etc. and Mass concrete. 320 Sqm

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work in (A) Foundations,

3859.82 43 footings, Base or columns and Mass concrete 194.4 cu.m

Brick work using common burnt clay building bricks having crushing strength not less

than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -

4011.66 44 fine sand)(B) Conventional 168 cu.m

Extra for brick work in superstructure above plinth level upto floor two level (B)

265.65 45 Conventional 16.8 cu.m

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding

75.46 46 and placing in position complete upto floor two level 15260.4 kg

Providing and erecting at the site of work steel ventilating column of 150mm internal

diameter and 12.20 Metre High from G.L. to bottom of top grill including C.I. grill and

base plate bolts and nuts etc. and excavation in foundation of size 120cm. x 120vcm. x

165cm. and filling the pit with first layer of cement concrete 1:3:6 mix (1-cement :3-

coarse sand :6-graded stone aggregate 20mm nominal size) of 120cm. x 120cm. x

90cm. and remaining pit with B.B.C. 1:3:6 mix (1-cement :3-coarse sand:6-Brickbats

40+50mm size) and providing fillet in Cement concrete 1:2:4 mix (1-cement :2- coarse

sand :4-graded stone aggregate 20mm. nominal size) at G.L. and 3 coats of silver paint

48086.96 47 etc. complete. 10 Each

Stone work plain ashlar in arches in super structure upto floor V level

in cement mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and

pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an

admixture of pigment matching the stone shade. Both face dressed : white sandstone:

Stone work ashlar sunk or moulded or sunk and moulded upto floor five

level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white

cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment

matching the stone shade : white sandstone: for plain masonry with carvings and

Providing and Installation of Dovetail shaped Rosewood Dowels after necessary

shaping, linseed oil seasoning and Neem oil applied for stone joinery including making

chases in the masonry unit, inserting dowels and sealing the gaps by filling fine lime

2mm Aluminium / 4mmACP sheeting fixed with Type-4 Class-B High Intensity Grade

Sheeting as per IRC 67 : 2012 reflective sheeting of size including lettering and signs as

3955.08 51 applicable: FOR NAME PLATES OF different shops 800 Sqm

Providing wood work in frames of Doors, windows cleare story windows and

602.04 52 othersimilar works wrought, framede and fixed in position. (A) Indian Teak Wood 10000 10 Cudm

Polishing with french polish on new wood and wood based surface to give an even

surface including cleaning, the surface of all dirt, dust and sand papering smooth and

123.48 53 including a coat of wood filler. 1500 sqm

Coat tarring two coats on new wood and wood based surfaces using 0.16 and

Litres of coal tar par Sq.M. in the first and second coat respectively to give an even

32.93 54 shade including cleaning of all dirt, dust and other foreign matter. 1500 sqm

Providing and installation of temporary propping by jacking, shoring support and

strctural framing for precarious portions or adjoining areas of structural operations

including use of wooden paddings, Rubber or Cloth coushions, MS Jacks, wooden

shores, bamboo props, plywood panels, steel plates and PE/foam or other form of

coverings including bolting, nailing or fixing without making holes into the historic

surfaces, with necessary anchoring and fixing as per the instructions of Engineer in

1437.21 55 charge. 74.25 sqm

Manually and very carefully carrying out cleaning treatment using non-abrasive soft

plastic bristles brushes, Natural fibre, phosphor bronze, plastic knives, wooden spikes

and nylon brushes can be used to remove any dirt, dust, deposition or lined up moss

lichens. No metallic / surface abrasive hard material should be used. The cost is

inclusive of taking the artifact manually from the storage shelter covered duly with

jute or cloth material before any shifting or movement. The artifact shall be laid on its

plain or less important surface on the working platform and only dry brushing or

cleaning shall be done. The sizes of artifacts are varying including carving depth,

shape and size. The Work shall also include keeping back the artifact at designated

location specified by the archaeologist/curator –in– charge. The cleaned items shall

be inspected by the authority and only those selected for the carrying out next level

of cleaning and treatment shall be taken up for further cleaning. Remaining shall be

644.6 56 kept safely in the storage area as specified. 1050 sqm

Chemical Cleaning and treatment inluding removal of lichen, moss, algae etc from

stone surface using liquor Ammonia and Teepol of the required quantity and

proportion, applying OH-100(Ethyl Silicate) by spraying or applying with brush on dry

stone surface, including fungicid treatment with Sodium Pentachlorophenoate

including application of biocide Biosilo 111 or equvivalent and Preservative Fluoline

1378.3 57 HY or equivalent in proportion 1:15 etc. Complete. 1050 sqm

Providing and fixing sand stone in situ patch repairs of different shape as approved by

engineer in charge including simple moulding carving and make shape as per original

including chiseling out bit by bit old decayed stone without disturbing to the adjoining

stone and including supply of all required materials labour T&P etc. required for

2353 58 proper completion of work. 200 No.

A preparation site with lime slaking tanks, mixing tanks, grinding mills, storage tanks

and pits along with raw material storage should be prepared with curtain walls or

enclosures and shed to maintain required environmental condition for preparation of

54961.65 59 lime mortars, renders, putty, concrete and other 1 Each

Providing and laying Lime concrete including neat finishing with 20mm nominal size

gravel/stone aggregate and 40% mortar comprising of 1 lime : 2 surkhi : 4 coarse sand

in floor laid to required slope and camber in panels as required including consolida0on

finishing and tamping curing, cleaning etc complete as per direction of

6695 60 Engineer/Architect-in-Charge. 20 Cum

Colour washing with lime on wall surface (two coats ) over and including a primary

coat of white washing to give an even shade after through brooming the surface to

12.14 61 remove all dirt, dust, mortar drops and other foreigh matter. 1050 sqm

Extra over item 17 to 18 for every subsequent coat of colour wash with lime on wall

7.73 62 surface 1050 sqm

Wall painting (two coats) with plastic emulsion paint of approved brand and

manufacture on undecorated wall surface to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and sand

79.55 63 papered smooth 1050 sqm

Extra over item 57 for every subsequent coat of wall painting with plastic emulsion

40.12 64 pain of approved brand. 1050 sqm

Manual Dismantling of architectural members such as column capital, base, brackets

and decorative/carved members carefully layer by layer in a skillful manner using

appropriate tools and meains without causing any damage to the stone memebers or

adjoining parts of structure including numbering each member using reversible

medium and taking down stones with help of chain pulley block and other tools and

means. Including carrying and stacking stones and servicieable materials separately at

a pre-designated place within a lead upto 100m and lift.lowering upto 8mtr. as

directed by Engineer in charge. The carved member shall be protected and lowered

very carefully wrapped in jute/rubber or soft covering using husk etc. for stacking at

4039.95 65 designated place.as per direction of Engineer/Architect-in-Charge. 5 Cum

Providing and resetting stone masonry using stacked good serviciable sandstone from

the site including redressing where necessary. Maximum efforts should be taken to

put the numbered stones onto its original location unless approved otherwise.The

masonry work shall be done in 1:1:1 (lime: stone dust:sand) mortar prepared in lime

chakki or grinder in traditional method including mixing of organic additives of

jaggery, Gugal and Methi etc. Mortar shall be free from cement and impurities.

21142.75 66 asonry. as per direction of Engineer/Architect-in-Charge. 5 Cum

Supplying and erecting Water tight M.S.Box of size 20 x 15 x 15 cm. to erect suitable

kitkat fuse / MCB to be erected on polished wooden board inside the box with

hinged/sliding door with rubber rings and erected on pole with suitable pole clamp, all

duly painted with one coat of red oxide and two coats of paints. (Cost of Fuse / MCB

272 67 shall be taken extra) 72 Each

Providing and erecting Sheet Steel powder coated MCB distribution board - flush /

surface mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to

IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The

DBs should be used of same company of MCB to be used) suitable for (A) single phase

414 68 incoming and horizontal single phase outgoing (a) single door (IP-30) (iii)4 way 72 No.

Providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to

operate on 240 V A.C. system and having breaking capacity 10 KA to be erected in

130 69 existing box. confirming to IS 8828/1996 with ISI Mark Cat.III 72 No.

Supplying & erecting approved make RCCB + MCB (Electro magnetic type only)

working on residual current device having 10 KA short circuit breaking capacity and

mAmp. Sensitivity & 30 mili sec. tripping time conforming to IS 12640 test knob

facility trip free mechanism operating for rated leakage at nominal ten volt, complete

erected including all materials lugs screws etc. completed. [b] 32A / 40A, 4 pole Three

2530 70 Phase Cat. II 72 No.

Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve)

having 10KA breaking capacity & confirms to IS :8828 in existing box having following

675 71 capacity (a) 6 to 32 Amp. Cat.III 72 No.

Earthing: Providing earthing stations for equipment earthing as shown and specified

in drawing for equipment complete with : Supplying & erecting earth pit of minimum

bore dia.150mm size approved make Earthing Electrode consisting Pipe-in-Pipe

Technology as per IS 3043-1987 made of corrosion free G.I.Pipes having Outer pipe

dia of 50mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-

250 Micron galvanising, connection terminal dia of 12mm with constant ohmic value

surrounded by highly conductive compound with high charge dissipation suitable for

following type of applications. (a) For Electrical Installation up to 440V in normal soil

5363 72 Length of pipe - 1 Mtr Back filling compound - 1 Nos Bag of 15 Kg 18 No.

Pole to luminaire internal connections: Supplying & erecting XLPE(IS:7098)(1)-88 ISI

unarmoured copper cable 1.1 KV grade to be erected as directed of following size. (A)

115 73 2 core 2.5 Sq. mm 2100 Mtr.

151 74 (B) 2 core 4 sq.mm 1000 Mtr.

For underground cables to mains: Providing and erecting XLPE(IS:7098)(I)-88 ISI

armoured cable multistrand Copper conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe at road crossing or floor of following size

1571 75 of cables.: (A) 3 1/2 core 25 Sq. mm ( 10 Sq. mm 1/2 core ) 800 Mtr.

2176 76 (B) 3 1/2 core 35 Sq. mm ( 16 Sq. mm 1/2 core ) 200 Mtr.

For underground cables to mains: Providing and erecting XLPE(IS:7098)(I)-88 ISI

armoured cable multistrand / Solid Copper conductor for 1.1 KV. to be laid on wall

with necessary clamps or in existing trench / pipe at road crossing or floor of following

314 77 size of cables.: (A) 4 core 2.5 Sq. mm 300 Mtr.

592 78 (C) 4 core 6 Sq. mm 500 Mtr.

For underground cables to mains: Providing and erecting XLPE(IS:7098)(I)-88 ISI

armoured cable multistrand Copper conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe at road crossing or floor of following size

786 79 of cables.: (A) 4 core 10 Sq. mm 250 Mtr.

1149 80 (B) 4 core 16 Sq. mm 250 Mtr.

1752 81 (C) 4 core 25 Sq. mm 200 Mtr.

Providing and erecting Pipe type earthing with 40 mm dia 2.5 mtr long 'B' grade G.I.

pipe with necessary coupling buch buried in specially prepared earth pit & G.I. earth

960 82 wire of 8 SWG erected & connected as directed 18 each

Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked

stranded Copper conductor wire in following type of pipe to be erected concealed in

/flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated

stranded wire of green colour for earth continuity of following size: (A) With medium

68 83 class Rigid PVC pipe and accessories: (a) 2 wire 1.5 sq. mm

90 84 (b) 2 wire 2.5 sq. mm 1000 Mtr.

90 85 (c) 3 wire 1.5 sq. mm 800 Mtr.

112 86 (d) 3 wire 2.5 sq. mm 800 Mtr.

101 87 (e) 4 wire 1.5 sq. mm 600 Mtr.

140 88 (f) 4 wire 2.5 sq. mm 600 Mtr.

190 89 (g) 6 wire 2.5 sq. mm 300 Mtr.

Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC

insulated armoured cable complete with out going tails, insulating tape etc for

37 90 following size of cables.: A) 2 to 4 core 2.5/4 Sq. mm 90 each

43 91 (B) 2 to 4 core 6 Sq. mm 60 each

43 92 (C) 2 to 4 core 10 Sq. mm 45 each

54 93 (D) 2 to 4 core 16 Sq. mm 30 each

59 94 (E) 2 to 4 core 25 Sq. mm 20 each

Solder less crimping type Copper lugs conforming to IS suitable for cable of following

size evenly crimped with high pressure tool & connected to switchgear terminals with

9 95 brass/cadmium plated nut bolts in an approved manner: (A) 1.5/2.5 to 6 Sq.mm 200 each

11 96 (B) 10 Sq.mm 90 each

13 97 (c) 16 Sq.mm 60 each

16 98 (d) 25 Sq.mm 40 each

24 99 (E) 35/50 Sq.mm 30 each

Providing and erecting Epoxy Outdoor / Indoor end termination Kit suitable for LT PVC

insulated armoured cable1.1 KV grade complete with ferrule bushing and accessories

and suitable clamps duly erected and connected to the supply for all cores cables of

445 100 following size.: (A) 2.5 to 16 Sq. mm 72 each

485 101 (B) 25 to 50 Sq. mm 20 each

Disconnecting the cable connection and Providing straight joint with PVC mould using

heat shrink /cast resin type epoxy compound Insulating material and making the joint

complete using necessary in line connectors, hardener, earth continuity connection,

spacers etc. and reconnecting the same & ensure the joint resistance within the limits

1265 102 (A) up to 25 Sq mm Cable 12 each

1810 103 (B) 35 to 95 Sq. mm cable. 6 each

Disconnecting the cable connection and Providing T joint with PVC mould using heat

shrink /cast resin type epoxy compound Insulating material and making the joint

complete using necessary in line connectors, hardener, earth continuity connection,

spacers etc. and reconnecting the same & ensure the joint resistance within the limits

1640 104 (A) up to 25 Sq mm Cable 20 each

2220 105 (B) 35 to 95 Sq. mm cable. 8 each

Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both

are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to

mtr length, in below type of pipe erected with 6A Modular type switch / bell push &

accessories and earth continuity of following type, erected on PVC / Metallic/Wooden

box, single mounting base frame covered with textured/metallic/white front plate

modules erected on in wall / ceiling as per pipe erected, with necessary Lamp

holder/ceiling rose / H.D.Connector as directed.

(a) with medium class Rigid PVC pipe and accessories erected concealed in/on

495 106 wall/ceiling complete.: CAT-III 400 Pt.

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of ISI

marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr

length, in below type of pipe erected complete with Modular type switch & 5 pin Plug

erected on PVC/ Metallic/Wooden box covered with appropriate front plate modules

erected on / in wall / ceiling as per pipe erected with following type of accessories.

For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire from nearby switchboard/mcb

db board (f) with medium class Rigid PVC pipe and accessories erected concealed on

501 107 wall/ceiling complete 72 Pt.

Point wiring for secondary light point with 2-1.5 sq.mm & earth wire of 1.5 sq.mm

(green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper

wires, in below type of pipe to be erected complete with earth continuity and

necessary connection with primary light with accessories erected on Metal PVC

wooden box covered covered with appropriate front plate modules erected on in wall

ceiling for open / concealed wiring. with necessary Lamp holder ceiling rose /

H.D.Connector as directed.as per pipe erected with following type of accessories.

Note:- Maximum up to 6 mtrs length, excess will be considered as Mains for

Secondary Point.

(f) with medium class Rigid PVC pipe and accessories erected concealed on

164 108 wall/ceiling complete 200 Pt.

Providing following type of Modular Type Accessories mounted with PVC

metallic/Wooden box, single mounting base frame covered with textured

metallic/white front plate, modules erected with necessary connections as per site

167 109 situation directed by Engineer In charge.: 1) One no. SP 6 Amp cat-iii 400 each

167 110 2) One no. 5 pin plug CATIII 72 each

200 111 6) Fuse units : 10 to 16 amp cat.III 72 each

200 112 9) 16 Amp one way switch catiii 72 each

222 113 10) 6/16 amp. Universal socket 72 each

344 114 13) single pole modular mcb switch 72 each

21) Foot Light as per colour requirement with concealed box, modular accessories,

acrylic glass cover with suitable LED watt with all accessories as per following module:

353 115 a) two modules cat iii 200 each

Supplying and erecting LED street light / Flood light fittings 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 %. (fittings required LM-79 & LM-80 certificates) (NOTE: Below

description have shown ranges of Wattage capacity of LED fittings. The Engineer

incharge may select any wattage capacity between the ranges shown.) fLOOD LIGHT

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt

assembled on single MCPCB, with housing used as a heat sink shall be made of thick

sheet Steel conforming to IS: 513/CRCA/aluminium pressure die cast powder coated

and high U.V. & corrosion resistance with diffuser housed in aluminium casted body

with company mark/name 160V to 270V, Power Factor more than 0.9, THD < 15 %,

CCT 3000 K to 6500K, Luminaire efficacy > 85 lumens/watt, LED driver efficiency >

% (fitting required LM-79 & LM-80 Certificates) (NOTE: Below description have shown

ranges of Wattage capacity of LED fittings. The Engineer incharge may select any

wattage capacity between the ranges shown.)(A) Square/ Circular shaped

Surface/Recessed Mount Downlight with provision for spring loaded mounting clips

550 117 complete. IP20 11-15W 200 Each

1770 118 Spot Light cat iii 8-11 W 400 Each

Flexible LED strips with optimum brightness & uniformity of light for perfect cove

280 119 lighting. IP65 MIN. 7.2W 240 LED PER METER 150 PER MT.

Providing and erecting decorative wall bracket fittings complete with LED lamp and

rust free fittings components mounted in chrome finish housing with holder,

clear/opaque glass diffuser complete erected with lead wires with minimum

2000 120 wattage capacity as per instruction engineer incharge/architect/authority. cat-III 240 Each

Providing and fixing Sand Stone bollards with required foundation SS

pin and fixing with proper marking and as per design and drawings

6000 121 complete in all respect. 160 each

Providing an installation for roadside signage wall mounted using cast iron brackets

and fixing a Corten steel-plate of 6mm thickness over it including laser cut name

signage of the monument coated with epoxy paint, as per the design issued by the

21269.15 122 architect incharge 40 each

Providing an installtion of tactile information signage in stone masonry work including

shaping and chiselling, embedded with a ceramic plate with multi-colored graphics

glazed after printing min. 6mm thick with 1 backup panel using the fixing chemicals,

within the chase provided in the masonry construction including curing, as per the

25660.53 123 design issued by the architect incharge - Informative 5 each

Providing and Installation of Stone Benches as per design using rough cut/manual cut

stone slabs of average 1.8m length and 0.6m width with minimum thickness of 0.15m

for bench top and 0.4x0.4x0.3m 2pcs base stones with tongue and grooves fixing

between top and base and cement concrete pedestal Incuding installation in

excavations using floor stone at bottom of excavation upon rammed earth with 1:4

cement sand mortar in excavated earth complete with line level and orientation as

15001.75 124 per the design or instructions by Architect / Engineer-in-Charge. 20 each

Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight not less

948.68 125 than 35Kg. 15 each

Mural artwork to be executed on walls specified by the design Architect with required

3475 126 tools , tackles , scaffolding complete in all respect. All spread in 8 nos. 200 sqm

Provision for labour at the disposal of officials from Municipal Corporation for petty

493 127 jobs for , structural, curatorial and miscellaneous works. 210 Man days

Provision for skilled worker at the disposal of officials from Municipal Corporation for

713 128 petty jobs for, structural, curatorial and miscellaneous works. 60 Man days