Construction of Arrival Plaza Under Mana Masterplan in District Chamoli

Amount

EARTH WORK

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction. All kinds of soils

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . Nominal mix (1:2:4)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular material

SUBSTRUCTURE

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 cement mortar (1:5)

Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with U-PVC- 110 mm dia extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

EARTH WORK, EROSION CONTROL AND DRAINAGE

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERS

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means).

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade 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 determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)

SURFACE COURSES (COBBLE STONE)

Providing & Laying 100 mm thick cobble stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.(Drived item from DSR 11.30.1) Rajasthan Black Granite Cobble Stone Machine Cut, Four sides machine cut and two sides Rough Surface. (100x100x100) mm (+-5% of size)

Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 70 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Local Hammer dressed stone of size (450x350x70)mm

Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 4.75 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in charge (payment for providing grooves shall be made separately). ( Ref DSR 13.72)

BASES AND SURFACE COURSES (BITUMINOUS)

(Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) Prime coat

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Tack Coat

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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. 507 complete in all respects.) for Grading I ( 40 mm nominal size )

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 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 @ 5.4 to 5.6 % 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) for Grading-I (bituminous binder @ 5.2 % of mix )

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall

TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin-charge).

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 80 mm x 60 mm rectangular

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 cm high octagon

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

HORTICULTURE

Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge,farm- yard manure or/and good earth to be paid for separately))

Grassing with ' Doobs' Grass (Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed) In rows 7.5 cm apart in either direction

CIVIL WORK (For Electrical)

RCC MANHOLE : With FRP surface heavy duty chamber cover ( 600 MM X 600 MM ) with Frame & RCC top slab FOR SEWER (refer Typical Section Drawing) ELECTRICAL MANHOLES EM-I-600x600x1000mm

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soils / ordinary rock

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 Kgs/CuM. Excess/ less cement used as per design mix is payable/recoverable separately). All Works Upto plinth level

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

Form Work : Centring and Shuttering for Foundations, footings, bases of columns, etc. for mass concrete

Centring and Shuttering for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

CIVIL WORK (For PHE)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. PCC(1:3:6) at bottom of pipe (refer typical section drawing)

1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

THRUST BLOCK (Refer Typical section drawing)

1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

RCC MANHOLE :

With FRP surface heavy duty chamber cover ( 600 MM X 600 MM ) with Frame & RCC top slab FOR SEWER (refer Typical Section Drawing)

600 x 600 mm size 0 to 1.0mtr depth

900 x 800 mm size 0 to 1.5mtr depth

900 x 1200 mm size 0 to 3mtr depth

1400x900mm size 0 to 6.0mtr depth

RCC CATCH PIT WITH Perforated RCC chamber cover(600MM X 600MM) with Frame & RCC top slab FOR STORM (refer typical section drawing) RCC Catch Pit , Catchment Water Collection

450 x 450 mm size 0 to 0.8mtr depth

600 x 600 mm size 0 to 0.8mtr depth

900 x 800 mm size 0 to 1mtr depth

1200 x 900mm size 0 to 2.5 mtr depth

1400 x 900mm size 0 to 6.0mtr depth or above

RCC VALVE CHAMBER WITH FRP surface heavy duty chamber cover(750MM X 750MM) with Frame & RCC top slab FOR WATER CONTROL VALVE (refer typical section drawing) 750 x 750 mm size 0 to 1.5mtr depth

RCC Storm water box drain with precast perforated RCC heavy duty covers, with PCC

300 mm width; depth from 450 to 600 mm

600 mm width; depth from 600 to 1200 mm

750 mm width; depth from 600 to 900 mm

750 mm width; depth from 900 to 1200 mm

900 mm width; depth from 600 to 900 mm

900 mm width; depth from 900 to 1200 mm

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soils / ordinary rock

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 Kgs/CuM. Excess/ less cement used as per design mix is payable/recoverable separately).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

Form Work : Centring and Shuttering for Foundations, footings, bases of columns, etc. for mass concrete

Centring and Shuttering for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

GULLY TRAPS

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :

Providing and fixing square-mouth S.W. gully trap class SP-1 complete,with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less standard design: than 4.50 Kgs and frame to be not less than 2.70 Kgs as per standard design: (refer typical section drawing) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

12 mm Cement Plaster of mix : 1: 6 (1 cement: 6 fine sand)

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Internal Drainage Work

Providing and fixing of 250 mm Outer dia HDPE PE 100, PN-6 SEWER pipes confirming to IS:14333-2000, fusion welded Joint, including all fittings,special, testing of joints, including trenching, refilling & testing of joints etc. complete as per direction of Engineer-in-Charge.

Providing and fixing of 355 mm Outer dia HDPE PE 100, PN-6 SEWER pipes confirming to IS:14333-2000, fusion welded Joint, including all fittings,special, testing of joints, including trenching, refilling & testing of joints etc. complete as per direction of Engineer-in-Charge.

Providing and fixing of 710 mm Outer dia HDPE PE 100, PN-6 SEWER pipes confirming to IS:14333-2000, fusion welded Joint, including all fittings,special, testing of joints, including trenching, refilling & testing of joints etc. complete as per direction of Engineer-in-Charge.

Making connection to Sewage water line / existing drain including bracking them in a systematic way with suitable excavation, dewatering, dismantling of the RCC or masonry wall or pipe line, passing the plumbing sewage/ storm/ water line in the existing structure either through masonry or CC and providing suitable "Y" tee to the connect to existing pipe line, Reconstructions of dismantled existing structure according to the original one to bring to the working conditions tasting etc. complete.

External Drainage Work

Providing and fixing of 32 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

Providing and fixing of 40 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

Providing and fixing of 50 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

Providing and fixing of 63 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

Providing and fixing of 90 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

Providing and fixing of 110 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

Supplying, fixing, testing and commissioning of 50mm diameter butterfly valve (manual) with C I body SS Disc, Nitrile Rubber Seal & Oring PN 16 pressure rating as specified.

Supplying, fixing, testing and commissioning of 65mm diameter butterfly valve (manual) with C I body SS Disc, Nitrile Rubber Seal & Oring PN 16 pressure rating as specified.

Supplying, fixing, testing and commissioning of 80mm diameter butterfly valve (manual) with C I body SS Disc, Nitrile Rubber Seal & Oring PN 16 pressure rating as specified.

Supplying, fixing, testing and commissioning of 100mm diameter butterfly valve (manual) with C I body SS Disc, Nitrile Rubber Seal & Oring PN 16 pressure rating as specified.

Providing and fixing non-return valve of 65 mm dia with dual plate of C I body SS plates vulcanized NBR seal flanged end & PN 16 pressure rating as specified.

Providing and fixing non-return valve of 80 mm dia with dual plate of C I body SS plates vulcanized NBR seal flanged end & PN 16 pressure rating as specified.

Providing and fixing 40mm gun metal score valve of approved quality.

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 50mm dia

Providing and fixing 40 mm dia float valve with pressure type PTMT float valve. (Make: Prayag)

Supply, intallation, Testing and Commisioning of 20mm diameter Garden Hydrant with gun metal Ball Valve, Flexinble hose Connection Provision and all required accessories etc.

Supplying, fitting & fixing of 65mm dia Pressure Reducing Valve set of approved make & best quality having by-pass valve arrangement including of 3 nos isolation valve.

Making connection to Water Supply line / existing tank including breaking them in a systematic way with suitable excavation, dewatering, dismantling of the RCC or masonry wall or pipe line, passing the plumbing water line in the existing structure either through masonry or CC and providing suitable "Y" tee to the connect to existing pipe line, Reconstructions of dismantled existing structure according to the original one to bring to the working conditions tasting etc complete.

ELECTRIFICATION OF ARRIVAL PLAZA UNDER MANA REDEVELOPMENT

LT PANELS

Supply, Installation testing & commissioning of medium Voltage sheet steel metal clad, compartmented cubicle Panel board. Detail specification shall be followed.

Shifting of panels from site store to the suitable location,Assembling and wiring of component supplied separately,Earthing all components, frame etc. to a common internal earth bar,Connection, testing & commissioning.

Electrical contractor shall carry out the insulation test at site & all the readings shall be submitted in duplicate to the consultant or engineer-in-charge.

Supply, installation, testing and commissioning all accessories, supporting structure, necessary tools, hardware, testing hard ware, testing equipmentetc to complete the job.

This schedule of Quantities shall be read in conjuction with the technical specification, General & Special conditions as well as all tender drawings.

Supporting rigid steel framework,Cubicle type, 14 gauge CRCA sheet steel enclosed,Proper bonding to earth,Providing cable clamps / supports within distribution boards cable alley.

Painting/lettering on Breakers and distribution boards, the location they serve, providing on each panel its circuit diagram.

If any TPN ACB’s / MCCB, it shall be with adequate size of neutral link,All MCB’s shall be of minimum 10 KA breaking capacity,The breaking capacity of MCCB’s are mentioned panel wise. All MCCB’s shall be with thermal magnetic releases upto 250 amps and miroprocessor based above 250 amps capacity, unless specified otherwise.

Distribution panels shall be Powder Coated with Siemens gray paint shade no. RAL-7032 of IS-5.

Degree of protection for following type of distribution panel enclosure shall be as per IS:13947-1993.

IP 4X for all Indoor panel,IP 54 and double door.

All measuring instruments (Meters) shall be of digital electronic with LED of approved make.

All hinged door shall be earthed through 2.5 sq mm tinned braided copper wire.

All panels shall have provision of the following:

Pad locking of Switch board doors,Pad locking of MCCB’s handles in “OFF” Position.

All MCB’s used for protection of resistive and lightly inductive load shall be type “B” characteristic and inductive (motor) load shall be of type “C” characteristic and discharge lamps and UPS etc. shall be of type D characteristic.

All incoming and outgoing air circuit breakers shall be placed on middle portion of the vertical in single tier formation.

Aprooved Makes-L&T/ABB/schnider/Legrand/SIEMENS

Supply, Installation, testing and commissioning of IP 54 rated EXT. LTG. PANEL-1 WITH CCMS CONTROLLER Having, Incomer: 25A, FP MCB (01 No). 1 NO SPD 1 NO LM 1 NO. DIGITAL VOLTMETER 1 NO. DIGITAL AMP METER INDICATION LAMP- 6 NOS (R,Y,B,ON,OFF,TRIP) 3Nos. CT, 25/5A, CL-1,5VA Out Going: 16 Amp FP 10KA MCB (03Nos) 16 Amp DP 10KA MCB (18Nos) 16 Amp SP 10KA MCB (06Nos) ALSO REFER SLD & DETAIL TECHNICAL SPECIFICATION ALONG WITH THIS. ALL SHOULD BE AS PER SLD & REQUIREMENT. NOTES FOR CCMS SYSTEM: · SCHEDULE THE TIMING OF LIGHTS (PRE-PROGRAMMED BASED ON ASTRONOMICAL CLOCK OR ON FIELD OR THROUGH CENTRAL CONTROL) · ON/OFF SWITCH (LOCALLY AND REMOTELY) · CCMS/GSM SYSTEM · CAPTURE THE ENERGY USAGE AND OTHER PARAMETERS AT PRE-DETERMINED INTERVAL AND STORE DATA 30 DAYS. · ABILITY TO CONNECT WITH A COMMUNICATION DEVICE. · SYSTEM PROTECTION AGAINST SURGES.· ABILITY TO UPGRADE FIRMWARE ON FIELD USING A COMMUNICATION DEVICE · ENCLOSURE : SHOULD BE TESTED FOR TROPICAL CONDITIONS& BE MADE OF FIRE RESISTANT FRS MATERIAL AND WITH IMPACT RESISTANCE OF K10.· COMMUNICATION MODULE:·· ABILITY TO COMMUNICATE SECURELY WITH VIA CELLULAR NETWORKS (GSM). ·· COMMUNICATION TECHNOLOGY SHOULD BE FUTURE-PROOF I.E IT SHOULD BE READY TO MIGRATE TO 3G /4G AS PER LOCAL AREA REQUIREMENTS DUE TO NETWORK EVOLUTION.·· ABILITY TO SEND DATA REGARDING ENERGY USAGE, ON / OFF STATUS ETC. FROM CONTROLLER.·· ABILITY TO REMOTELY UPGRADE THE CCMS DEVICE FIRMWARE FROM CENTRAL SERVER. · SOFTWARE:·· A WEB BASED MOBILE BASED SOFTWARE PACKAGE WITH A DETAILED INFORMATION DASHBOARD. ·· ABILITY TO SHOW THE STATUS OF EACH CONTROLLER ON THE DASHBOARD.·· ABILITY TO SCHEDULE AND SWITCH ON/OFF CONTROLLERS REMOTELY THROUGH THE DASHBOARD.·· REPORTS IN FORM OF MATRIX AS WELL GRAPHICAL REPRESENTATION. ·· INCORPORATE LOGICS TO DETERMINE FAULT DETECTION FOR SINGLE LIGHT IN STRING AND POWER THEFTS AND EXECUTE A USER DEFINED STANDARD OPERATING PROCEDURE TO AID IN ISSUE REMEDIATION.· HARDWARE·· REQUIRED ALL HARDWARE TO BE CONSIDERED.

DISTRIBUTION BOARDS

Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB’s (but without MCB’s and incomer ) as required.4 way (4 + 12), Double door (IP43, IK09)

Supplying and fixing following rating, four pole, 415 volts, MCB in the existing MCB DB/enclosure complete with connections, testing and commissioning etc. as required. 63A

Supply, installation, testing and commissioning 'B' series, SP MCB Supply, installation, testing and commissioning 5 amps to 32 amps rating, 240 volts, 'B' series, miniature circuit breaker suitable for lighting and other loads of folloeing poles int the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Triple pole

MV CABLES

Laying of PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL/DWC pipe as required.

Upto 35 sq. mm

Above 35 sq. mm and upto 95 sq. mm

Laying and fixing of PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required.

Upto 35 sq. mm (clamped with 1mm thick saddle)

Supply, connection, testing and commissioning of heavy duty, medium voltage, XLPE (IS 7098 - PART-II) insulated, Stranded AL / Cu conductor Armoured / Flexible cables as per specification & IS. The cable shall have outer sheeth of XLPE and inner sheath of PVC with stranded AL conductor wherever specified. The cable shall be laid underground in excavated trench / prepared trench / hume pipes when laid outside the building. Cable shall be laid throught preapred trench / cable tray / duct / hume pipe / channel / floor trunks etc when laid inside the building as instructed by PMC/Site Incharge. The scope shall include: 1) Supply of Cables.(With Non Returnable Drums) 2) Delivery of the cables at site. 3) Unloading at site store. 4) Shifting of cable from site store to place of installation. 5) Connection of cable with proper tagging as specified ni specifications. 6) Supply & fixing of cable clamps, brackets, supports, route markers etc. where ever required to fix the cables safely. 7) Earthing the glands and armouring with earthing clamp and jumper and also connecting to common earth bar. 8) Testing of insulation and continuity of cable and submission of reports to the client's representative. 9) To prepare submission drawing and to take approval of consultant at each stage. 10) To prepare & submit as-built drawing and handing over document to end user. 11) Rate shall be inclusive of route markers at 15mtr intervals 12) Each run of cable to be tested with 1KV meggar 13) Proper cables tags of Aluminium shall be made and feeder shall be written. Approved Makes- FINOLEX / RAVIN / POLYCAB / RR KABEL / GEMSCAB /KEI / HAVELLS

3.5C x 95 Sq.mm. Aluminum XLPE armored cable

4C x 16 Sq.mm. CU XLPE armored cable

4C x 6 Sq.mm. CU XLPE armored cable

4C x 4 Sq.mm. CU XLPE armored cable

3C x 10 Sq.mm. CU XLPE armored cable

CABLE TERMINATION

Supply and Providing heavy duty double compression brass gland and lugs end terminations,IP 66 complete,SIBG type, for the cable specified under above item with Bi-metallic lugs using crimping tool, Insulation tape, Identification tags etc., including end termination and Earthing of Gland. Approved Makes- DOWELL’S / 3D / HEX JAINSON / COMET / HMI/CCI

3.5C x 95 Sq.mm. Aluminum XLPE armored cable

4C x 16 Sq.mm. CU XLPE armored cable

4C x 6 Sq.mm. CU XLPE armored cable

4C x 4 Sq.mm. CU XLPE armored cable

3C x 10 Sq.mm. CU XLPE armored cable

INTERNAL WORKS

POINT WIRING

Supply, installation, connection, testing & commissioning of following outlet points as per Specification & IS. The unit rate shall be complete with all necessory complete wiring from LDB to respective switchboard & switchboard to Point, including the outlet points with connector, sockets & all necessory items require to complete job. A point shall include in addition to phase & neutral wire, earth continuity wire from LDB to the final termination at outlet points.

Cost includes all the wiring, outlet points shall be done in a surface / concealed manner with ISI approved rigid FR PVC, conduit of minimum 25 mm. dia. using 650 V FRLS copper conductor wire, modular switches with suitable plate, MS back box with brass chromium / cadmium plated machine screws etc.The cost shall also include the cost of the GI back plate, switches, Sockets). Contractor to measure lenght of wiring as per drawing given. No extra cost to be given for wiring.

Wire Size for Lighting circuit

Lighting circuit = 2 x 2.5 mm2 (P+N), 1 x 2.5 mm²(E)(from LDB to Switch board)

From Switch Board to Light Point = 2 x 1.5 mm2 (P+N), 1 x 1.5 mm²(E)

Power circuit (for heater and geyser) =2x4.0 sqmm (P+N) ,1x4 sqmm(E)

Wherever sensor require, wiring to be done accordingly.

Making of zari in wall using only electric cutter and finishing the surface as it was.

earthing of fitting

electrical connection to the fixture from the out let point/ceiling rose.

Wire breaded PVC flexible conduit from ceiling point to light fixture.

Supply and fixing of supporting frame, hardware and n/c tools and tackles etc For Exhaust fan

Point wiring in PVC conduit, with modular type switch: Wiring for light point/ fan ponit/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, with modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc.as required- Group C

Circuit/sub-man wiring in PVC conduit: Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire

CONDUIT & OTHER

Supply, installation, testing and commissioning of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.

EARTHING

S/L SWG GI wire in ground: Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required

Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I.pipe from earth electrode including connection with G.I. nut,bolt, spring, washer excavation and re-filling etc. as required.

Supply, Installation, Testing and Commissioning of UL Listed maintenance free ,Low carbon copper coated earth rod of 3 metre electrode having diameter of 25.0 mm with copper coating thickness of 250micron tested as per IEC 62561-2 + Universal clamp (SS), 25mm + Earth conductivity enhancing mineral compound shall be of 25 kg/pit tested as per IEC 62561-7,TCLP tested OEC 2 25 + The above arrangements shall be provided with Heavy duty earth champer of 5000kg load bearing capacity to ensure the safety of earthing system Under floor earth inspection pit. Cost include to have earth pit cover, testing of all things, etc. in all complete manner. Approved Makes-OBO

LIGHT FIXTURES

Uplighters (Spike Light) : Supply, Installation, assembling, connection, testing & commissioning of Projector Light-LED 9W,LED Electronic Driver which offers Protection against Short Circuit, Over- Voltage & Over- Current, IP 65 protection,CRI > 70,voltage input AC100-240V.Body-Die-casting AL with Surface Anti-ageing electrostatic spray processing & screen. Body colour-RAL 9004 + RAL 9018 Matt ,Dimension-140mm(Dia.)x196mm(H),without fixing bracket Weight-0.75kgs. Estimated Lifetime-L70 @ 50,000hours minimum. Approved Make - NERI/Philips/Lighting Technologies

Wall Recessed LED Step Light : (FOOT LIGHT) Supply,Installation, Testing and Commmisioning of IP68, IK10 protected Step Light Fixture. Fixture made of powder coated die cast alluminium with Toughened Glass cover and appropriate beam angle lens to be used as per requirement. The System level Luminous efficacy must be >90 Lumen/W. High Power LEDs at 1W/2W per LED. The driving current should be Minimum 350 mA per LED. CRI>70, CCT: 3000/6500 K. The integral electronic driver must be constant current and surge protection of min. 4KV(L-N) and efficiency >85%, PF>0.95 and input Voltage range of 90-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained. Light should include quick connecting cable coupled with various mounting accessories. Light output in Cool white or Warm White Colour as per engineers choice. Fixture must be in compliance with BIS Approved Make - NERI/Philips/Lighting Technologies

FIXTURE - 40-45W Power Module LED: Supply, Installation, assembling, connection, testing & commissioning of post top light fixture equivalent to LED FIXTURE - 40-45W Power Module LED, -MOUNTED AT 4 METER HEIGHT POST TOP POLE :it's - Upper frame made in die-cast and sheet aluminium (thickness: 2.5mm), with threaded coupling G3/4" for fixing,Bottom frame with ring made in die-cast aluminium and two arms made in hotgalvanized steel, with flange for fixing equipped of a hole (diam. 28 mm) .Gasket between the upper and bottom frames.Painted with polyester powder coating in Metallaic Grey (As per Architectural requirement). IP Rating - IP 66.Height –690mm, Dia - 550mm, Weight - 11.5Kg, Area Exposed to Wind(S) - 0.105 m2. Power LED's Module (with CREE/NICHIA/OSRAM/SEOUL SMD type LED’s with ESD=>8kV & Ceramic package are accepted. LED manufacturers tech sheet with buying documents should be submitted for verification. Individual LED's Minimum Luminous Flux (lm) is 139lm @ 350 mA (@ 85 °C) same should be supported by LED manufacturer's tech sheet) in compliance with IEC 62031(supporting type test report should be submitted), on Printed Circuit Board with metal core plate. Colour Rendering Index: Ra > 70. Electronic Power Supply for LED Module, which offers Protection against Short Circuit, Over- Voltage & Over- Current, with in-built surge protection upto 1.5kv(an additional surge protection device of 10kV also provided in-built the fixture). Optics with refractive lens (Polycarbonate), UV Resistant & Shock Resistance IK10.LM80 Reported LED Lifetime is L90@ 50,000hours minimum.(same should be supported by LM 80 report from NVLAP accredited lab) & Estimated LED Lifetime is L80 @ 100,000 hours(Ta-25°C) minimum..LM 80 report & TM 21 calculation should be submitted to support the same.The Light fixture shall be in compliance with IEC 60598-2-3; IEC 60598-1.(Supporting Test Report from NABL accredited Laboratory should be submitted) .LM79 report should be submitted from NABL accredited Laboratory. Sample should be submitted for approval from concerned engineer-in charge. Approved Make - NERI/Philips/Lighting Technologies

Supply, Installation, assembling, connection, testing & commissioning of ARCHITECTURAL POLE (FOR POST TOP LIGHTING) 3.3M height Pole (Total height of the pole is 4m including post top) Made in combination of hot dip galvanised mild steel pipe sections 114mm dia. & 140mm dia. Arch. cast iron Base design starts with min 322mm Dia. ring, radially tapers to 140 mm for a height of min 235 mm matching to the drawing. Total weight of the base is min 15 Kgs. Decorative Ring-1 (140/114mm dia. – min 3kgs.) & Top Ring (weight- 3kgs.) are made of cast iron. Entire pole shall be made to provide pleasing aesthetics as approved by Concerned Engineer in-charge. After Fabrication, Entire Pole is hot dip galvanized(60 microns Minimum ) for the effective corrosion resistance . The hot dip Galvanised pole should be provided with an inbuilt junction box (Concealed) to fix 32A connectors and 6A MCB (to terminate incoming and outgoing armoured cables with glands and lulgs), at the bottom -the inbuilt box should have a flush door of suitable size. The decorative pedastal to be mounted on a suitable size steel plate. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed RCC foundation. wind pressure calculation as per IS 875(part-3) & structural calculation report as per EN40 should be submitted to verify the pole design. Pole & it's parts are painted in 3 layer coating(coating thickness-100 microns minimum) in which 1st layer with etch primer, 2nd layer with epoxy primer & 3rd final layer with PU paint- customised colour Metallaic Grey (As per Architectural requirement). Adequate size cutout with opeanable hinged door should be provided on pole with necessary gasket to ensure water tight arrangement for pulling cables and installation of mcb, connectors etc, complete in all respect as per requirement and instruction of engineer in charge. Scope also includes necessary foundation, cable termination, earthing as per requirement, cable entry pipes, 3 core round flexible wire from junction box to light fixture etc. all require to complete job. Approved Make - NERI/Philips/Lighting Technologies

Supply, erection testing and commissioning of 06 Mtr. high octagonal GI Street light pole. The poles shall be hot dip galvanized as per IS 2629 / IS 2633/ IS 4759 standards with average coating thickness of 100 micron. The galvanizing shall be done in single dipping. The zinc Ingot raw material shall be 99.99% pure and procured from reliable sources with Quality Test Certificates. The poles shall have integrated junction box with openable door of adequate size (approximate 500mm length) at the elevation of 750 mm from the base plate. The door shall be hinged type with mechanical interlock, dust proof, weather proof and vandal resistance and shall ensure safety of inside connections and components. The door shall be flush with the exterior surface and shall have suitable locking arrangement. The pole shall be adequately strengthened at the location of the door to compensate for the loss in section.Pole shall Withstand the wind speed of 150 Km/Hr. Approved Make - NERI/Transrail / Bajaj / Volmont

Supply, Installation , Testing and Commisioning of 45 W LED street Light fixture , BIS approved , Body made of pressure Die cast aluminium with separate driver chamber for ease of maintenence, properheat sink should be designed for better heat dessipation , primary diffuser should be PMMA/PC Lenses for Better photometry and to maintain maximum pole to pole distance, The secondary diffuser should be clear toughned glass with IK08 protection . The luminaire is provided with internal surge protection of 4 KV and external surge protection of 10KV. Electronic potted driver having power factor>0.95, THD <20 % and input voltage range from 150-270V AC at 50Hz. Minimum lumen 13200 Lumens in CCT range of 5700 as per ANSI,LED Make CREE/Osram/Samsung with LM80 report to be submitted at the time of Supply , life of 50000 burning hours with 70% of initial lumens maintained.Ambient Operating Temperature is -10 Deg. to 50 Deg. Luminaire should Maintain Ingress Protection of IP66 for better weather proofing. Approved Make - NERI/Philips/Lighting Technologies

JUNCTION BOXES

Supply, Transportation, Installation, testing and commissioning of IP 67 weather proof Outdoor type junction boxes with terminal equivalent to Hensel catalogue no KF 1006 G/OBO/CAPE

Supply, Transportation, Installation, testing and commissioning of IP 67 weather proof Outdoor type junction boxes with terminal equivalent to Hensel catalogue no KF 1610 G/OBO/CAPE

Supply, Transportation, Installation, testing and commissioning of IP 67 weather proof Outdoor type junction boxes with terminal equivalent to Hensel catalogue no KF 1616 G/OBO/CAPE

DWC PIPES

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required.

Providing & Laying of HDPE Pipe 32mm PE-80,PN6 direct in ground; to be laid 75-100cm below the ground level for drawing of cables including excavation and refilling the trench etc.as required, but excluding sand cushioning and protective covering,or G.I. conduit 32 mm dia( Heavy Duty) with concrete block 15cm X 15cm 1:2:4 with complete curing with splicing complete in all respect complete in all respect. Make: Jain/Dutron/Supreme/reliance

63 mm dia (OD-63 mm & ID-51 mm nominal)

120 mm dia (OD-120 mm & ID-103 mm nominal)

200 mm dia (OD-200 mm & ID-175 mm nominal)

FIBER OPTIC & DWC PIPE

Supply, Installation, assembling, connection, testing & commissioning of Fiber Optic Single Mode 12 core outdoor with all necessary accessories to comply the installation. Approved Makes- FINOLEX AND REPUTED MAKES

M/S.N.Z.CONSTRUCTION CO. (BID ID -375503)