Development of Tourism Road from Koti Colony to Dobra Chanti

Amount

Civil Bridge Electrical and allied works

Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead utp 1000 metres)

Excavation in Hill Area in Ordinary Rock by Mechanical Means not requiring Blasting. (Excavation in hilly area in Ordinary Rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead utp 1000 metres)

Excavation in Hard Rock (Blasting Prohibited) (Excavation for Roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised

Embankment Construction with Material Obtained from Borrow Pits (Construction of Embankment with approved material from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

Plant Mix Mehtod (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per Claise 401) for Grading II Material. Two Layers of 0.10 m each.

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 comacting with vibratory roller to achieve the desired density). Two Layers of 0.125 m each

Prime Coat (Providing and applying primer coat with bitument 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)

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

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 hur 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 alignement, 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 alignement, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause o. 509 complete in all respects.) For Grading-II (bituminous binder @ 5.4 % of mix)

Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.

Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 900 mm equilateral triangle

Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600 mm circular

Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 800 mm X 600 mm rectangular

Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 900 mm side octagon

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Direction and Place Identification signs upto 0.9 sqm size board (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75X75X6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45X45X60cm, 60 cm below ground level as per approved drawing)

Overhead Signs Providing and erecting overhead signs with a corrosion resistant type IV HIP retro-reflective sheeting fixed over aluminium composite material sheet with overall thickness of 4mm, with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans including nuts, bolts washers & rivets etc. for fixing & as per IRC: 67 Truss and Vertical Support

Overhead Signs Providing and erecting overhead signs with a corrosion resistant type IV HIP retro-reflective sheeting fixed over aluminium composite material sheet with overall thickness of 4mm, with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans including nuts, bolts washers & rivets etc. for fixing & as per IRC: 67 Type IV HIP retro- reflective sheeting for Over Head Sign

Road Delineators / Vertical Guide Posts: Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non- metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal- proof. Including all test report and warranties as per IRC 67 and IRC 79.

Road Studs / Cat Eye: Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the

Solar Road Studs: Providing and fixing Solar Powered Road Studs (Rectangular) of size not less than 100mm x 100 mm x 10 mm or (Circular) of dia 130+/- 6mm and height 30 +/- 2mm (with 8 super bright LEDs for long visibility from distance greater than 800 m) having twin shank and body made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13635 kg tested in accordance with ASTM D 4280 and water resistance as per IP 65 in accordance with IS 12063:1987, fixed to the road surface using adhesives and the procedure recommended by the manufacturer as per Clause No. 804.6 and 804.7 of MORTH specifications.

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast)

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer stone (Precast)

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Hectometer stone (Precast)

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.)

Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.3 G.I. pipes

Supply and application of concrete canvas Tiltex 7 of compressive strength of 40 Mpa. TILTEX is a geocomposite made of cement-sand mix, embedded and fixed between two layers of geotextile. Delivered in rolls and hydrated on site, TILTEX makes possible to obtain a fiber reinforced concrete slab with a TILTEX is a geocomposite made with two polypropylene non woven geotextiles (350 g/m² for the carrier layer and 200 g/m² for the cover layer) embedding a cement-sand mix. The whole is maintained by an intense needling process made in the plant. 1. Maximum tensile strength as per EN 10319 Longitudinal (kN/m) ≥ 20; Transversal (kN/m) ≥ 20 2. Elongation at break as per EN 10319 Longitudinal (%) ≥ 40 ; Transversal (%) ≥ 40 3. Static puncture resistance (CBR) (N) EN 12236 ≥ 3000

HDPE Pipe For Utility Duct Diameter 450 mm

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

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 Specifiction specifications Clause 305.1 of MORD

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions)

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In 1:3 cement mortar

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications Sub Structure RCC Grade M35 Height above 10m Using concrete Mixer

RCC Grade M35 Height Upto 5 m With Batching Plant, Transit Mixer and Concrete Pump

Super Structure RCC/ PSC Grade M35 For T-beam & slab Height upto 5m

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.)

40m long, 3 Lane motorable Structural Steel Bridge (as per PWD)

Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings)

Providing and laying Lime stone river finish flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :

Tensile Structure at Viewing Points - Bird Cells

Tensile Structure at Viewing Points - Sheds

Garden Benches

Pole Mounted Dustbin

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "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. 5 TO 32A SP MCB

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "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. 5 TO 32A DP MCB

Supplying and laying 25 mm X 5 mm GI strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

Providing, laying and fixing following G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required. Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. DSR No 5.16

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. in the existing trench, complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal)

Excavation for foundation (1600 x 700 x 700 mm) in soft soil 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 metres.Providing and laying in PCC (600 x 600 X 200 mm) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) in foundation and reinforced cement concrete (600 x 600 X 1700 mm) 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) in foundation(1700 x 600 x 600 mm ) Including Shuttering Column and Steel Reinforcement.Filling available excavated earth (excluding rock) in trenches, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 metres.as per Engineer Encharge and founadation Drawing.

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 4C X 35 sq. mm (32 mm)

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 4C X 25 sq. mm (28 mm)

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 4C X 16 sq. mm (28mm)

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 4C X 10 sq. mm (25mm)

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire.

Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.

Supplying and fixing of 40A, Double pole, 240 volts, isolator

Supplying and fixing of 6 way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

SITC OF Street Light Luminaire suitable for outdoor applications.Luminaires should be enabled with high power LEDs, should consists of highly efficient,UV and temperature-resistant optics with street light distribution. With toughened clear glass cover, clear/powder coated.Luminaire efficacy should be atleast 140 lm/Watt or better system level.Power consumption shouldbe 70-72W and CCT 5700K. Power factor of the luminaire shall be more than 0.95.The lumen maintenance L70@ B-50 of the LED shall not be less than 70% of the initial lumen after minimum 50,000 burning hours.Ingress Protection should be IP66 or Better.Housing should be made of pressure Diecast Aluminium impact resistance level should be IK07 or Better.Adequate heat sink with proper thermal management shall be provided.Operating Temperature:-5°C to + 50°C, Operating Humidity:10%-90%. 5kV inbuilt and 10kV external surge protection with Top opening driver cover for easy maintenance Installation Charges including Skilled Labour and Rent of T&P to Complete the job in All Respect. The Successful bidder shall submit LM79 Report from Any NABL Accredited Lab & LM 80 of the Fitting.

SITC OF flood Light Luminaire suitable for outdoor applications.Luminaires should be enabled with high power LEDs, should consists of highly efficient,UV and temperature-resistant optics ,With toughened clear glass cover, clear/powder coated.Luminaire efficacy should be atleast 120 lm/Watt or better system level.Power consumption shouldbe 70 W. Power factor of the luminaire shall be more than 0.95.The lumen maintenance L70@ B-50 of the LED shall not be less than 70% of the initial lumen after minimum 50,000 burning hours.Ingress Protection should be IP66 or Better.Housing should be made of pressure Diecast Aluminium impact resistance level should be IK07 or Better.Adequate heat sink with proper thermal management shall be provided.Operating Temperature:-5°C to + 50°C, Operating Humidity:10%-90%. 5kV inbuilt and 10kV external surge protection with Top opening driver cover for easy maintenance Installation Charges including Skilled Labour and Rent of T&P to Complete the job in All Respect.The Successful bidder shall submit LM79 Report from Any NABL Accredited Lab & LM 80 of the Fitting.

(D) SOLAR MODULE :-The Solar Cell shall be made of Premium grade mono crystalline silicon Cell. The Solar panel capacity shall be 120Wp. The Solar Module Construction shall be of Low iron tempered glass with low reflection characteristics and with rated IP 65. The Compliance Standards shall be IEC 61215 For Design; & IEC 61730 (Safety Cla(ss I & II). The Life Cycle shall be > than 25 Years. (E) BATTERY:-The Battery shall be 25.6VDC 24Ah ( 48Ah 12.8V DC )with 2 nights autonomy with above mentioned dimming profiles with Rechargeable Lithium Ferro Phosphate (LiFePo4) Battery Pack. The Battery Pack should have Inbuilt Battery management system Module with following safety features a.accidental short circuit b.over discharge c.over charge d.over temperature. e. Low Temperature Test Certificate from Any NABL Lab is required. Installation Charges including Skilled Labour and Rent of T&P to Complete the job in All Respect. Type of Test - Standard Safety of Luminaire for Road and Street LightingIEC6 - 0598-2-3 Safety of Power Converters used in solar Panel Equipment - IEC 62109-1 Performance Evaluation of Maximum Power Point Tracking (MPPT)- EN 50530 EMC immunity requirements - IEC 61547 Radio disturbance characteristics - CISPR 15 Safety of Lithium Ferro Phosphate Battery - IEC 62133 & UL1642 Safety of Solar Panel Module - IEC 61730-1,2 & IEC 61215. Installation Charges including Skilled Labour and Rent of T&P to Complete the job in All Respect.

Supply and Errection of 10 mtr hight hot dip galvanised Octagonal Pole with 175mm Bottom A/F and 70mm Top A/F made up of 3mm thick HT Sheet Along with base plate of size 275x275x16mm thick PCD-275mm. hot dip galvanized Single arm bracket Sword Type with Stell/FRP Dome & Ball, 1500 mm overhang with 48.3 mm OD pipe to Mounting on pole having top 70mm A/F.including 4Nos of M24X750 long 'J' type EN 8 Grade foundation bolt along with template and pole shall be suitable to withstand wind speed as per IS-875 IEC & BIS. backlit Sheet With Cable Termination Arrangement Installation Charges including Skilled Labour and Rent of T&P to Complete the job in All Respect. Make:-Surya Roshni Limited/Bajaj Electricals/Crompton

S/L of 4C X 35 SQ mm AL Armoured Cable Complete the job in all Respect. Make- Havells/Polycab/KEI/RR/Finolex/GrandLay.

S/L of 4C X 25 SQ mm AL Armoured Cable Complete the job in all Respect. Make- Havells/Polycab/KEI/RR/Finolex/GrandLay.

S/L of 4C X 16 SQ mm AL Armoured Cable Complete the job in all Respect. Make- Havells/Polycab/KEI/RR/Finolex/GrandLay.

S/L of 4C X 10 SQ mm AL Armoured Cable Complete the job in all Respect. Make- Havells/Polycab/KEI/RR/Finolex/GrandLay.

S/L of 3C X 2.5 Sq mm FR Insulated Industrial flexible Copper Conductor Cable. Complete the job in all Respect. Make-Havells/Polycab/KEI/RR/Finolex/GrandLay.

SITC of UL Listed maintenance free, low carbon, Copper coated earth rod of 1.5 meter electrode having dia meter of 14.2 mm with opper coating thickness of 250 micron tested as per IEC 62561-2+ Universal Clamp (SS), 14mm +earth Continuity enhancing mineral compound shall be of 25 Kg/Pit tested as per IEC 62561-7, TCLP tested OEC 2 25 + the above arrangment shall be provided with Heavy duty earth chamber of 5000 Kg load bearing capacity to ensure the safety of earthing system under floor eath inspection pit. Rent of T&P Complete the Job in All Respect. Make-OBO Betterman/Dehn/Erico/JVM.

The Design, manufacture, Supply, Installation, Testing & Commissioning of following Lighting Panel: Three Phase, 415V Lighting panel, IP 65 Out door type with canopy, Including standing Arrangement, double door with lockable arrangement made from 2 mm thick CRCA sheet steel,The panel shall be given one coat of red oxide primer and two coats of enamel paints. powder coated with off white colour (inside & outside),1no.earth stud on each side face, Phase indicating lamps RYB with 2 Amps SP C Series MCB back up. Electrolytic high conductivity Aluminium Three phase and neutral busbars rated at 63 amps, The current density of bus bar shall be minimum 1.00 sq mm / amp, insulated with heat shrinkable coloured PVC sleeves & clip on shrouds for joints. all inter connections small wiring by min. 2.5 sq. mm. FRLS copper wires, ckt labels etc. 40KA Type 1+2 Class (B+C) Surge protection device and having following: Incomer: 32A 4P MCCB (TM-R) (16/18 kA) - 1no., 32A 4P contactor -1no, 2NO + 2NC -01 Set, Rotary Handle,RYB Indication Lamp, Spreader Terminal, Astro Time Switch having following facilities:Precise time programming for-Daily/Weekly,Pulse switching,Simple Reset feature,Week end programming, 24 Hr display (Military), Manual Over ride. Supply Voltage & Frequency:110- 240VAC,+10%/-20%,50/ 60 Hz; Memory Locations: 8 On / Off operations, 16 memory locations; Minimum Switching Time: 1 min; Housing: Flame Retardant UL94V0. Digital VAF Meter with 32/5A CT CL-1 for metering, CT Short Link, Add on Block as required.On Indication Lamp Green LED for relay ON ,Off Indication Lamp Red LED for relay Trip, Auto and Manual Switch. Under and Over Voltage Relay. Outgoing: 20A TPN MCB(10kA) - 3 Nos. Make - L&T/SIEMENS/LEGRAND /ABB/Schneider/Havells.

The Design, manufacture, Supply, Installation, Testing & Commissioning of following Main Panel: Three Phase, 415V Lighting panel, IP 65 Out door type with canopy, Including standing Arrangement,double door with lockable arrangement made from 2 mm thick CRCA sheet steel,The panel shall be given one coat of red oxide primer and two coats of enamel paints. powder coated with off white colour (inside & outside),1no.earth stud on each side face, Phase indicating lamps RYB with 2 Amps SP C Series MCB back up. Electrolytic high conductivity Aluminium Three phase and neutral busbars rated at 160 amps, The current density of bus bar shall be minimum 1.00 sq mm / amp, insulated with heat shrinkable coloured PVC sleeves & clip on shrouds for joints. all inter connections small wiring by min. 2.5 sq. mm. FRLS copper wires, ckt labels etc. 40KA Type 1+2 Class (B+C) Surge protection device and having following: Incomer: 100A 4P MCCB (TM-R) (16/18 kA) - 1no. Rotary Handle, RYB Indication Lamp, Spreader Terminal, Digital VAF Meter with 100/5A CT CL-1 for metering, CT Short Link, Add on Block as required. Under and Over Voltage Relay. Outgoing: 32A TPN MCB(10kA) - 4 Nos. Make - L&T/SIEMENS/LEGRAND /ABB/Schneider/Havells.

S/F of 2.5 sq mm CU Lug for CU Armoured Cable.

S/F of 10 sq mm AL Lug for AL Armoured Cable.

S/F of 16 sq mm AL Lug for AL Armoured Cable.

S/F of 20-22 W LED Cool Day Light Extruded Aluminium Housing Batten Fitting 6500K,Minimum 100 lm/W. Make:-Phillips/Havells/Crompton.

S/F of 900 mm Sweep Ceilling fan complete in all respects.

S/L of 4C X 4 SQ mm CU Armoured Cable Complete the job in all Respect. Make- Havells/Polycab/KEI/RR/Finolex/GrandLay.

S/F of Fibre reinforced plastic Junction box for lighting having size (300 mm x 200 mm x 110 mm) and IP%% protection as per IS/IEC 60529-2001 Make- Sintex/Finolex/hensel

Provision of Sewage and sanitation facilities for the construction camps Existing Koti area yard Land can be used for Camp & sewerage& sanitation can be used over there

Provision of Water Supply Facilities for the construction camp

Compensatory avenue plantation of thrice the number of trees to be cut and their fencing and maintenance for three years 7350X10

Provision of waterering on muck 15 Muck disposal point

i) Air Quality Monitoring2 location - Koti Colony and Tiwar Gaon nearby Pier 3 locations @ 12500/-per time in 2 season- Koti Area , Tiwar Gaon Village nearby and end Point near Dobra Chanti

ii) Water Quality Monitoring at major water bodiesat Upstream and dowstream 3 location for2 years at pre and post monsoon @12000 per time any Bore well & tap water

iii) Noise Monitoring at sensitive locations at an average distance of 15 Km. 3 locations @4500/- for 2 years 2 season Koti area and Tiwar Gaon village nearby and Dobra Chanti

iv) Soil Quality Monitoring at sensitive locations at an average distance of 25 Km. 2 locations @ 10000/- for 2 years 2 season- Koti area and nearby Tiwar Gaon Village

Mobilization Charges 50,000/- per year

Provision of LPG to common kitchen of contractors labour camp ( total no 2) @1160 per month for each cylinder for 15 months

Air Pollution Monitoring at sensitive 3 location @12500 quarterly-Koti area & Tiwear Gaon Village and Dobra Chanti

Water Monitoring yearly once 3 locations @ 12000/- for 4 years per season quarterly

Noise Monitoring at sensitive locations at an average distance of 15 Km 3 location @4500 quarterly- Koti area and Tiwar Gaon, Dobra Chanti

Mobilization Charges (fixed)

Rcc Developers Ltd (BID ID -330145)