NIT NO: 1142/TC/2026-27

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit and as per relevant clauses of section-200 for :- (i) Girth from 300 mm to 600 mm

Girth beyond 600 mm to 900 mm

Clearing and Grubbing Road Land .(road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including all leads and lifts removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section200.) A.) In area of light jungle

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead up to 1000 meters and as per relevant clauses of section-200 in (i) Lime / Cement Concrete (A) Lime Concrete, cement concrete grade M-10 and below

B Cement Concrete Grade M-15 & M-20 Cum. 348.00

C Pre-stressed / Reinforced cement concrete grade M-20 & above

Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead upto 1000 meter and as per relevant clauses of section-200.

Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead upto 1000 meter and as per relevant clauses of section-200.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead up to 1000 meters and as per relevant clauses of section-200 in (ix) Removing all type of hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes. (A) Up to 1000 mm dia

Above to 1000 mm dia

Excavation in Soil (by Mechanical Means.)Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. 3.3 Excavation in ordinary rock including loadi

Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters) as per clause 305.4.3.

Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment/sub-grade with approved materials having required C.B.R.for embankment/sub-grade (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)

Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 . Plant mix method (with Mechanically crushed stone only) (b) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material

Grading-III Material

For Lower Sub-base with (ii) Grading-VI Material

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 as per clause 406.)

Construction of Median and Island with Soil Taken from Roadway Cutting (Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per

Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation.

Plain cement concrete complete as per drawing and Technical Specifications

Providing & Laying precast interlocking concrete block of minimum compressive strength of 300kg/sq.cm and approved size, shape/ pattern over coarse sand bed of thickness upto 40 mm and joints thick filled with fine sand including leveling with surface vibrator, temping and sweeping etc.complete as per IRC-SP-63-2004.A)60mm thick Plain precast interlock concrete block- 60mm thick Polymer coated coloured precast interlock concrete blocks (A) 60mm thick precast interlocking concrete block of C.C. M-30 grade on Footpath/Cycle Track (i) Plain precast interlock concrete block

Polymer coated coloured precast interlock concrete blocks

80mm thick precast interlocking concrete block of C.C. M-40 grade on Area of Light Traffic/residential streets Polymer coated coloured precast interlock concrete blocks (ii) 80mm thick Polymer coated coloured precast interlock concrete blocks

Prime coat Providing and applying primer coat with bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm.

Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm

Dense Bituminous Macadam (Providing and laying dense graded bituminous macadam with 100-120 TPH capacity Batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the het mix to work site, laying with a hydrostatic paver finisher 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. 505 complete in all respects. (A) With sensor paver finisher (ii) for Grading II (26.5 mm nominal size bitumen content

Bituminous Concrete Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% 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) (A) With sensor paver (iv) for Grading II (13.2 mm nominal Aggregate size) with CRMB 60- 6.0 %

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)

Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409)

Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Retro- reflectrorized Traffic signs as per clause 801 Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign over reflectrorized sheeting of required grade confirming to ASTM D 4956 as per IRC:67-2022 made of retro- reflective type sheeting fixed over aluminum sheeting/Alumimium composite material (ACM) sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance ,supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coat of redoxide paint as per clause 7.2 of IRC:67-2022) (Note: The details of manufacturer,type of sheeting,month and year of installation,project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sing board.) (a) With Aluminium Sheeting of 2 mm thickness (i) 900 mm equilateral triangle

900 mm high octagon

Direction and Place Identification signs upto 0.9 sqm size board as per Clause 8.1. Providing and erecting direction and place identification retro-reflectorized sign over reflectrorize sheeting of required grade confirming to ASTM D 4956 as per IRC:67-2022 made of retro- reflective type sheeting fixed over aluminum sheeting / Aluminium Composit Material (ACM) Sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance,supported on a mild steel back frame of ISA 40x40x5 mm and mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paint or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer,type of sheeting,month and year of installation ,project details and other details along with QR code as detailed in clause 13.2 and Annexure -VII of IRC:67-2022 shall be Printed on back side of the sing board.) (I) With Aluminium Sheeting of 2 mm thick (A) Made of Class-A High Intensity Mirco Prismatic Engineering Grade Sheeting of Type I Confirming to Table 6.3 of IRC:67-2022 (For ODR &Village Roads)

Overhead Signs as per Clause 8.2. Providing and erecting overhead signs including fixing of retro-reflectrorized sheeting digitally printed of Class-C Micro prismatic grade type -XI confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting vide clause 801.3,fixed over Aluminium sheeting of overall thickness 2 mm including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance,with appropriately supported by a mild steel back fram of ISA 40x40x5 mm including all panels supported by diagonal members and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating as per clause 7.2 of IRC:67-2022) and errecting the sign board mounted over back supoort frame with vertical and lateral clearance as per clause 802.3 and 802.3 and relevant clauses and installed over a designed support system as per clause 802.6 of aluminum alloy or galvanized steel trestles and trusses of sections and typer as per structural design requirements and approved plans, (Note: The Details of manufacturer,type of sheeting,month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure -VII of IRC:67-2022 shall be printed on back side of the sign board. (A) Truss and Vertical Support of aluminium alloy or galvanised steel

Class-C Microprizmatic Grade sheeting of Type XI,fixed over 2mm thick Aluminium sheet as detailed above, for ove head sing

Painting on Concrete Surfaces (A) Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) (i) Over 10 cm in width

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound as per MoRTH Grade 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.

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

Hectometer stone (Precast)

Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specifications.

Providing & Fixing Hazard Marker Partial Reflective hazard marker as per clause 15.66 of IRC 67-2022, made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS: 2062 Painted with one coat of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm alternative bands of yellow Retro- Reflective Sheeting of Micro Prismatic Grade pasted as per IRC:79 and black paint, including back frame made of angle Iron post of size 25x25x3 mm mounted over one MS angle Iron post of size 50x50x6 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete. (I) One Way Object Hazard Marker Size 300x900mm (B) Made of Class-B Micro Prismatic Grade Sheeting of Type XI (for MDR,ODR & Village Roads)

Supply and Installation of Road Delineator ( Road way delineators). The Structure shall be manufactured of mild steel with pure polyester powder coating in black colour with minimum thickness of 40 micron for protection against corrosion. The delineator shall have retro-reflective sheeting of white colour with Type-XI specifications as per IRC:67-2022 and ASTM D 4956 on both the faces to ensure the clear visibility of of the road alignment during night time to achieve enhanced visibility of the curved portion of the road. to Prevent complete vandalism of above, the reflective sheeting shall be housed with concealed edges. The delineator shall confirm to clause 3 of IRC:79-2019,it shall have an ellipsoidal or circular design and shall be 800 to 900 mm above the ground and shall extend 200 to 300 mm below the ground fixed in foundation of 300x300x400 mm size block of cement concrete M-15. The execution shall be as per clause 806 of MoRTH specification for Road and Bridge Works.

Tubular Steel Railing on Medium Weight steel channel (ISMC series) 100mm x 50mm 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 meters high above ground, 2 m centre to centre, complete as per approved drawings.

Providing and fixing Solar Blinker Light 300 mm dia, LED Aspect made of FRP/Poly carbonate with battery backup of 48 hours fitted on 100 mm dia MS pipe - 3.5 metre long from the ground level, firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 60cm x 60cm x 90cm, below ground level.

Metal Beam Crash Barrier (A) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.

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 galvanized 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 811.3

Providing and fixing Raised Pavement Markers made of polycarbonate ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MORT&H (RW/NH-33023 /10/97-DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H Specifications.The height,width and length shall not exceed 50 mm,100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm.on each side and slope to the baee shall be 35+/-5 degree. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/-2 mm and height not less than 30+/- 2mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling hoels on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in charge.

Providing and fixing of Route Marker Sign Board Route marker Sign digitally printed over of Class-C Micro Prismatic Grade Retro-reflective Sheeting of Type XI including lamination to protect from fading due to wheather effect as per IRC:67-2022 vide clause 801.3,fixed over Aluminum Sheeting /Aluminum Composite Material (ACM) sheeting including application of fluorocarbon coating applied work exposed surface of aluminium to ensure corrosion resistance ,supported on a mild steel back frame of ISA 40x40x5 mm and mild steel angle iron post 75mm x75mm x6 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 and painting all components of the signs and supports as per relevant clauses of IRC:67-2022) The Route Marker board and Definition board shall be as per clause 22 of IRC:67-2022 and of sizes 600mmx800mm and 300 mmx250 mm respectively. (I) With Aluminium Sheeting 2 mm Thick (B) Route Marker Sing Board Without Definition Plate

Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia. complying to IS:458,across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills,excluding constructing head walls at ends, providing a fill of granular material over top and sides of RCC pipes, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98 and approved drawings. (A) NP-3 Pipe (ii) Double row for two utility service

Dry Lean Cement Concrete Sub-base Construction of dry lean cement concrete Sub-base as per IRC:SP-49 over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 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 as per clause 601.

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement as per IRC:58 over a prepared sub-base, coarse and fine aggregate conforming to IS:383 and graded as per table 600-3 mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form/ fixed form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602. (A) Using Slip Form Paver (i) With Cement concrete grade M-40 and minimum cement content @ 400 kg/cum.

Plain cement concrete complete as per drawing and Technical Specifications (ii) PCC Grade M 20

Planting and Maintaining of Flowering Plants and Shrubs (a) Planting flowering plants and shrubs in central verge i/c digging trenches, filling earth & farm manure.

Maintenance of flowering plants and shrubs in central verge for one year

Construction of RCC Drain/Cover/Chamber (i) Excavation for drain chamber by Mannual means (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement, with RCC M-20

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/ chamber complete as per Drawing and Technical Specifications.

Construction of RCC open drain (a) Construction of RCC open drain with width 1.0m or 0.8 m (inside dimension) and average depth from inlet to outlet 1.0m or 0.8m (maintaing slope as per site conditions) with 150 mm thick RCC M-25 walls, 150 mm thick RCC M-25 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 10mm dia horizontal bars @ 150 mm c/c and U-shaped 10 mm dia bars @ 150 mm c/c including cutting, bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer, compaction by vibration etc complete as per drawings and technical specifications. (i) 1.0 m width X 1.0m average depth

Construction of RCC open drain (b) Construction of RCC open drain with width 0.60m or 0.45 m (inside dimension) and average depth from inlet to outlet 0.60m or 0.45 m (maintaing slope as per site conditions) with 120 mm thick RCC M-25 walls, 120 mm thick RCC M-25 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including xcavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 8 mm dia horizontal bars @ 150 mm c/c and U-shaped 8 mm dia bars @ 150 mm c/c including cutting, bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer, compaction by vibration etc complete as per drawings and technical specifications. (i) 0.60 m width X 0.60 m average depth

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per Clause 304,loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-charge. Ordinary soil Upto 3M depth

Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15

Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirement of flush jointing of pipes for culverts including joints duely filled and finished with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (D) 1000 mm dia.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200. (i) Granular material

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material).as per section 304. (A) Ordinary soil (i) Upto 3M depth

Sand Filling in Foundation Trenches as per Drawing & Technical Specifications 304.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. as per section 1500,1700 & 2100. (A) Using batch type concrete mixer with integrated weigher. (i) PCC Grade M15

PCC Grade M20

With Batching Plant, Transit mixer and Concrete pump (vi) RCC Grade M30

PCC Grade M25

PCC Grade M20

Using concrete mixer (vi) RCC Grade M25

Providing and laying Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (A) Height upto 5m (a) Using batch concrete Mixer with integrated weigher. (ii) P.C.C. Grade M-20

Height upto 5m (a) Using batch concrete Mixer with integrated weigher. (i) RCC Grade M20

R.C.C. Grade M-25

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (B) RCC Grade M 30 (I) For Solid Slab Super Structure (a) Using batch type Concrete Mixer with integrated (i) Height upto 5m

Supplying, fitting and placing HSD bar reinforcement in super-structure complete as per drawing and technical specifications as per section 1600

Filler joint (B) Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.

Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.

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 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H 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 specifications 710.1.4 of I.R.C. 78 and 2200.

Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.

Providing and laying Cement concrete wearing coat M-35 grade including reinforcement of 8 mm diameter @ 150 mm c/c spacing in both ways for each 75 mm thickness of concrete complete as per drawing and Technical Specifications as per section 2700.

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per latest IRC-5 & IRC-6, approved drawings and technical specifications.

Drainage Spouts complete as per approved drawing and Technical specifications of section 2705

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700

Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704

Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-25grade concrete with HYSD reinforcement conforming to IRC:21-2000 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH-33022/1/94-DO III dated 24 June, 1994as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)

Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment cement Grouting with C.M 1:4 in Pitching og gap betwee stone/block complete as per drawing and Technical specifications as per section 2504. A Stone/Boulder

Providing and laying filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504.

Transportation of different other material i/c loading & unloading

Providing and laying Pitching Stone/Boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per clause 2504.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed and as per clause 2504.

Supplying and fixing of following sizes FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with accessories in concealed complete as per specification and IS: 9537 (2000 Part 5) 20 mm

Supplying and fixing of following sizes FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with accessories in concealed complete as per specification and IS: 9537 (2000 Part 5) 25 mm

Supplying and fixing of following sizes FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with accessories in concealed complete as per specification and IS: 9537 (2000 Part 5) 32 mm

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, multi strand wire in the existing surface/ concealed, FRLS PVC conduit / PVC casing caping as per specification and IS: 694 (2010) 3 x 1.5 sq. mm

Supplying and drawing following pair 0.5 mm FR PVC insulated copper conductor, unarmored telephone wire in the existing surface/ concealed Steel/FRLS PVC conduit as per specification 2 Pair

Supplying and drawing following pair 0.5 mm FR PVC insulated copper conductor, unarmored telephone wire in the existing surface/ concealed Steel/FRLS PVC conduit as per specification 4 Pair

Supplying and drawing UTP 4 pair Cat 6 LAN wire in existing surface/ concealed Steel/FRLS PVC conduit as per specification and IS: 694 (2010)

Supplying and drawing following pair 0.5 mm FR PVC insulated stranded copper conductor armoured telephone wire in the existing surface/ concealed Steel/FRLS PVC conduit as per specification 10 Pair

Supplying and drawing following pair 0.5 mm FR PVC insulated stranded copper conductor armoured telephone wire in the existing surface/ concealed Steel/FRLS PVC conduit as per specification 20 Pair

Supplying and fixing following modular switch, socket, other accessories on the existing modular plate & switch box including connections but excluding modular plate etc. as per specification. RJ-45 {CAT6} socket outlet

Supplying and fixing following modular switch, socket, other accessories on the existing modular plate & switch box including connections but excluding modular plate etc. as per specification. RJ-45 {CAT6} LAN, I/O Box

Supplying and fixing following modular switch, socket, other accessories on the existing modular plate & switch box including connections but excluding modular plate etc. as per specification. Telephone socket outlet

Supplying and fixing following modular switch, socket, other accessories on the existing modular plate & switch box including connections but excluding modular plate etc. as per specification. Computer Outlet Jack

Providing and fixing composite unit for computer points having modular type 1 No 6 pin 16 amp socket outlet, 1 No 16 amp switch, 3 Nos 3 pin 6 amp socket outlets, 3 Nos 6 amp switches, suitable G.I. box, base and cover plates, earthing the sockets and switch box including etc. as per specification.

Supplying, installation, testing and commissioning of following 230/250 volts LED Post Top Lantern fitting with perplex cover/decorative diffuser, electronic ballast and all other accessories on existing gate column/ pole bracket, including connection, earthing etc complete as per specification and P.F. should be greater than 0.9 . LED chip efficacy ratio ≥ 100 lumens /watt. 40 Watt

Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt. 45 watt

Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt. 60 watt

Supplying of following 230/250 volts LED Flood light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Seperate housing for driver etc complete as per specification and P.A. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt. 250 watt

Supplying, installation , testing and commissioning of LED Bollard luminaire with Die-cast,polycorbonate diffuser, wattage not exceeding 18W,system lumen output-900lumen,Luminaire should be capable of operating at line voltage without any separate power supply from 100-277 V AC. Luminaire is sealed to IP65 protection.Luminaire should Be Compact with option of no up-light ,Colour temperature of 6500K with CRI-70 including all accessories support fitting etc as required

Providing and making interconnection in cubical panel between BBC and switchgears with following size aluminium strip of length upto 50cm as per specification (To be measured separately for each phase/ neutral). 30x5mm (200 amps)

Providing and making interconnection in cubical panel between BBC and switchgears with following size FRLS PVC insulated copper conductor wire lead of length upto 50cm including providing copper thimbles on both ends as per specification (To be measured separately for each phase/ neutral). 16 sqmm (63 amp)

Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and following depth made out of not less than 2 mm thick CRCA MS powder coated sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but without busbars, switchgears and other accessories etc complete as per specification. Upto 300 mm deep

Supply, installation, testing and commissioning of 4 pole (3 phase + neutral) aluminium bus bars in existing cubicle type compartmentalized wall/ floor mounted panel board along with suitable size and shape insulators, necessary bolts and nuts etc complete as per specification. 200 amp (30x5mm)

Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as per specification, IS/ IEC: 60947-2 and Ics = 100 % Icu. 3 pole MCCB, 25-100A, Adjustable Thermal Release, 18KA

Supplying and fixing TP&N MCB, 440 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 6 amps to 32 amps

Providing and fixing 3 pole, 415/500 volts following rating (AC-1 Duty) power contactor in existing starter/ cubical panel including, connections, testing and commissioning etc. as per specification. 40 amps

Providing and fixing following rating current transformer in existing cubical panel including, connections, testing and commissioning etc. as per specification. 100/5 amps

Providing and fixing penal mounting 230 volt LED type indicating lamp in existing cubical panel including, connections, testing and commissioning etc. as per specification.

Providing and fixing panel mounting digital type VAF (Volt-amp-frequency combined) Multi Function meter of size 100x100 (NS) in existing cubical panel including connection, testing and commissioning etc. as per specification.

Supplying, installation, testing and commissioning following rating single phase in single phase out ON-LINE UPS including connection etc but without batteries as per specification. 3 KVA with DC bus voltage 72 V

Supplying, installation, testing and commissioning following rating (Sealed Maintenance Free) lead acid battery including connection as per specification. 42 AH

Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering, excavation and refilling the trench etc. as per specification.

Supplying and laying 25 mm X 6 mm G.I. strip at 0.50 metre below ground as strip earth electrode, including soldering, excavation and refilling the trench etc. as per specification.

Providing maintenance free earthing with following size GI pipe including making bore pit of minimum 150mm dia, providing and laying approved make Earthing Electrode of Pipe-in-Pipe technology as per IS 3043(R 2016) -1987 made of corrosion free G.I. Pipes having outer pipe of 80mm dia and inner pipe of 50mm dia and filling with specified qty highly conductive compound around pipe and above that with soft soil in bore pit complete and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. as per specification: With 2 metre long GI Pipes and 25 kg back filling compound.

Supplying and laying ISI marked double wall HDPE pipe (IS 14930 Part II) having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 63 mm outer dia and 50 mm Inner dia

Supplying and laying ISI marked double wall HDPE pipe (IS 14930 Part II) having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 75 mm outer dia and 60 mm Inner dia

Supplying and laying following size RCC Hume pipe class NP-2 (in standard length of 2 metre) with collar in ground below road, path etc at a depth not less than 50 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 200 mm dia

Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1). 3.5 x 25 sq. mm.

Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1). 4 x 10 sq. mm.

Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification. 3½ X 25 sq. mm (25 mm)

Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification. 4 X 10 sq. mm (22 mm)

Supply of GI PIPE POLE made of "B" class GI pipe making necessary hole for cable entry and providing earthing stud (welded at specified height) including painting with one coat of red oxide zinc chromate primer. 80 mm dia

Providing and welding M.S. base plate of size 300x300x3mm at bottom of GI/MS pipe pole.

Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 3mm thick anchor plate, 4 nos 16mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3) 3 metre high, dia 130mm at bottom and 75mm at top, base plate size 200x200x12mm, foundation bolts 450mm long

Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 3mm thick anchor plate, 4 nos 16mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3) 4 metre high, dia 130mm at bottom and 75mm at top, base plate size 200x200x12mm, foundation bolts 450mm long

Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 3mm thick anchor plate, 4 nos 20mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3) 7 metre high, dia 130mm at bottom and 90mm at top, base plate size 220x220x12mm, foundation bolts 700mm long

Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification. 3 metre high

Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification. 4 metre high

Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification. 7 metre high

Designing and providing suitable RCC foundation in Cement Concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) for 3 mere to 12 metre high GI octagonal pole including steel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as per specification.

Providing and making suitable CC pole collar (muffing) in Cement Concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) of size 0.4 m dia and 0.4 m height from existing CC foundation.

Supplying erection testing and commissioning of hot dipped galvanised (single dip 86 micron) 16 metre High mast pole on existing RCC foundation with all accessories and equipments, detailed as below to withstand wind pressure upto 180km/hr and minimum following specifications: a) HM shaft made of not more than 2 sections of suitable lengths with telescopic stressfit joints between sections without any circumpherencial welding, sheet thickness 4mm top and bottom sections, nominal dia 460mm on bottom and 150 mm on top, base flange 25mm thick 670mm dia, PCD of foundation bolts 650mm. b) Double drum winch for lowering & raising of lantern carriage on high mast with operatable with power tool/ manual handle attachment with a torque limiting device for safe locking of carriage. c) Raising/lowering type lantern carriage designed to carry specified nos of luminaries, control gear box, junction box. d) Top pulley assemble with weather proof cover. e) 3 Nos suitable length and size stainless steel wire ropes (minimum 6mm dia and 7/19 construction) for lowering & raising of lantern carriage. f) Suitable size and length multicore flexible copper power trailing cable (minimum 3 core 4 sqmm) g) Hinged service door in base section h) Base plate earthing terminal. i) Suitable arrangement for supply distribution with termination of suitable size underground cable in high mast. j) Lightning conductor finial made of 25mm dia 300 mm long G.I. tube having single prong. k) Anchor plate of size 840x840x6mm, tem-plates 3mm thick, GI foundation bolts 8 Nos of 30 mm dia 850 mm long (EN 8 Grade) along with nuts washers etc. (RCC fooundation and luminaries will be paid separately)

Designing and providing suitable and approved size RCC foundation for 12-30 mere high mast including seel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as required including laying and fixing HM foundation bolts with tam plates but excluding the cost of foundation bolts with tam plates etc complete as per specification

Supplying and fixing of single over hang (Arm) 1000 MM (long)x50 mm dia decorative GI street light pole bracket made out of GI "A" Class pipe welded to 300 MM Long GI Pole canopy of suitable dia at angle of 102.50 Degree including having GI triangular stiffner and making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy including FRP Dome on existing pole etc. as per enclosed drawing and as per direction of engineer-in-charge.

Supplying and fixing of double over hang (Arm) 1000 MM (long)x50 mm dia decorative GI street light pole bracket made out of GI "A" Class pipe welded to 300 MM Long GI Pole canopy of suitable dia at angle of 102.50 Degree including having GI triangular stiffner and making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy including FRP Dome on existing pole etc. as per enclosed drawing and as per direction of engineer-in-charge.

Supply of hot dip galvanized CONICAL POLEas per BSEN ISO 1461 standard with minimum coating thickness of 75 micron. The galvanizing shall be done in single dipping. The pole shaft shall be made from 3 mm sheet steel confirming to BSEN10025 having yield strength of 355N/ Sq mm and silicon content less than 0.04%.The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. All Conical pole shafts shall be provided with the rigid flange plate manufacture from MSFE410 confirming to IS: 2062 of suitable thickness with provision for fixing 4 Nos ‘J’ type foundation bolts. The welding shall be done as per qualified MMAW process approved by Third Party Inspectionagency. The Conical Poles shall be designed to with stand the maximum wind speed as per IS875 part III. The top loading i.e. area and the weight of fixtures are to be considered to calculate maximum deflection of the pole and the same shall meet the requirement of BSEN 40-2- 1 &3.The Conical Poles shall have door of approximate 500 mm length at the elevation of 500 mm from the Base plate. The door shall be vandal resistance and shall be weather proof to ensure safety of inside connections Supply of 3 M Height Conical Pole diameter 75 mm at top 107 at bottom. Baseplate Size 200 x 200 x 12 mm foundation bolt 450 mm long Mx16 EN 8 grade

Supplying , installation , testing and commissioning of 4 MP Bullet Camera weather & dust proof IP based Fixed Lens day/night Camera (IP67 , IK 10) , 1/3” 4MP PS CMOS Image Sensor, H.265 and H.264 triple-stream encoding, WDR(120dB), Day/Night Support, UL ,CE FCC Certified as per the specifications.

Supplying , installation , testing and commissioning of 2 MP DOME Camera weather & dust proof IP based Fixed Lens day/night Camera (IP66) 2Megapixel CMOS Image Sensor,H.265 / H.264 triple-stream encoding , WDR(120dB), Day/Night UL, CE, FCC Certified as per the specifications.

Supplying , installation , testing and commissioning of 2 MP PTZ Camera weather & dust proof IP based Dome PTZ (Pan Tilt & Zoom) true day& night camera ,1/2.8” 2MP PS CMOS Image sensor, Max. 25/30fps@1080P,Color: [email protected]; [email protected] (IR on), Powerful 25x Optical and 16x Digital zoom, WDR(120dB), 3D DNR, Day/Night(ICR),Defog, ROI, , BLC, HLC, Support Starlight Function, Up to 300 presets, auto scan, 8 tour, 5 pattern, auto pan, IR Range of 100 Mtr., Max 300° /s pan speed, 360° endless pan rotation, Support PoE+, UL, CE ,FCC certified as per specifications.

Supplying , installation , testing and commissioning of 64 Channel NVR 8 Sata port Up to 64 channel IP camera input , Max 320Mbps incoming bandwidth , Smart H.265+/H.265/Smart H.264+/H.264/MJPEG , Up to 12MP resolution preview and playback , Support 8 SATA HDDs up to 10TB each,1 eSata , 4 USB(2 USB3.0, 2USB2.0) , 2 HDMI / 2 VGA simultaneous video output ,ONVIF Version 2.4 conformance , Alarm In / out 16/6 , Two way talk 1 Channel Input, 2 Channel Output RCA , 1 RS485, 1 RS232 , 2 RJ-45 port (10/100/1000Mbps), Support ANPR Camera as per the specifications.

Supplying , installation , testing and commissioning of 8 Port Industrial POE Switch 10/100/1000 8 Port with 4 Giga SFP Uplink, Industrial POE Switch , Support Dual DC Power Backup as per the specifications.

Supplying , installation , testing and commissioning of 16 Port PoE Switch 10/100 16 Port with 2Giga & 2 SFP Combo Uplink Ports, PoE switch 150W ,Single Port Max 30W as per the specifications.

Supplying , installation , testing and commissioning of 24 Port PoE Switch 10/100 24 Port with 2Giga & 2 SFP Combo Uplink Ports, Power Budget 250W as per the specifications.

Supplying , installation , testing and commissioning of 4 TB Surveillance Hard disk drive Complete as required

Providing installation testing and commissioning of 12U Indoor Rack Wallmount 12U 450D With Front Glass Door Lock & Key 550 12U - (Fan, cable manager, PDU included) complete as required.

Providing installation testing and commissioning of 15U Indoor Rack Wallmount 15U 630D With Front Glass Door Lock & Key 550 15U - (Fan, cable manager, PDU included) complete as required.

Supplying, installation, testing and commissioing of following size LED Monitor, table/wall mount with inbuild speaker minimum 5Wx2,with minimum 1 No of HDMI and USB port including remote control, connecting cable, batteries, and all accessories, connection etc complete as per specification 55 inch

Supply, installation , testing and commissioning for basic EPABX system cabinet expandable upto 224 port with CPU card and power supply.

Supply, installation , testing and commissioning of add-on item for operator console (for large EPABX)

Supply, installation , testing and commissioning of add on item for Digital phone 2 row with DSS key. (for large EPABX)

Supply, installation , testing and commissioning of add on item for push button caller ID phone and speaker. (for large EPABX)

Supply, installation , testing and commissioning of add on item junction box installed with Mount frame inside for Krone 10 pair disconnection/disconnections module, Corrosion free impact resistant, water proof, mild steel stable and maintenance free with same size crone module as junction box. 20 Pair Juction box

Supply, installation , testing and commissioning of add on item junction box installed with Mount frame inside for Krone 10 pair disconnection/disconnections module, Corrosion free impact resistant, water proof, mild steel stable and maintenance free with same size crone module as junction box. 50 Pair Juction box

Supply, installation , testing and commissioning of single line cordless phone with dialling display and speaker 2.4 GHz frequency supported Ni-MH battery, redial memory.

Supply, installation and testing for HDMI cable.

Supplying and laying of 4 core optical fiber cable for 9/125 Ohm single mode installation , Om3 type suitable for 10 gb ethernet network bend insensitive , aqua LSZH sheath , glass standard Euro class Tiger buffer 900, colour code for tag compliant with EN 50173- 2 ISO - IEC 11801 standard , Except for Tight buffer Om4.

Supplying , installation , testing and commissioning of 4 MP Network Motorized Face Recognition Camera 1/3" 4 MP PS CMOS , Image sensor (0.85cm) , Max5/30 fps @ 4MP (2688 x 1520 ) h.265 + and H.264+ triple stream encoding WDR (120db ), Day/ Night (ICR), 3 DNR , AWB, AGC, BLC, HLC, 2.7- 13,5 mm Motorized Lens IR range of 50 Mtrs, Micro SD Card , IP67, IK10, ePoE CMS.

Supplying , installation , testing and commissioning of 6U Outdoor Rack technical Data : DIN Std. 10mm. Sq. Slots basic frame construction top & bottom cover front door 19" Mounting angle std. equipment mounting standard finish rack standard load capacity - upto 30 kg (Uniformly distributed in U space) / 2 KG per Unit .

Supplying and laying of Cat 6 Outdoor Cable Solid Annealed bare copper conductor . LLD PE/ PE sheath material for video power and audio communication with laying cable underground with suitable size PVC Conduit/ Casing Capping and other accessories as per requirement.

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