Restoration and Rejuvenation of Yamuna River Flood Plains.

PART-A (CIVIL WORK)

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge. All kind of soil

Banking excavated earth by mechanical/manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift :All kinds of soil

Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge.

Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth.

Deduct for not watering the excavated earth for banking.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in_charge. All kinds of soil

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

Extra rates for quantities of works, executed:In or under water and/or liquid mud, including pumping out water as required

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and for all lift.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m All kinds of soil

Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m.All kinds of soil

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 {1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) ).

Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns

Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, piers, abutments, pillars, posts and struts

Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1:1.5:3(1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Disposal of steel including all lead and transportation charges etc. ( the disposed steel shall be property of contractor)

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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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.

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)

Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)

Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand)

Stone work (machine cut edges) for demarcation wall. (veneer work) in plinth level, including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone - exposed face fine dressed with rough backing. (a) 40 mm thick

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shadeArea of slab over 0.50 sqm

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Sal wood

Providing and fixing aluminium extruded section body tubular typeuniversal hydraulic door closer (having brand logo with ISi, IS : 3564,embossed on the body, door weight upto 36 kg to 80 kg and door widthfrom 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.

Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 100x63x3.2 mm

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 300x10 mm

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 200x10 mm

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 100 mm

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper

Providing beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc. complete with :Sal wood

Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25 mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of hollock wood in scantling of section 50X25 mm, fixed with nails and G.| wire on existing support complete as per direction of Engineer-in-charge.

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.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates efc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

40 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. White sand stone /jaisalmer sandstone

Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.

Extra for Kota stone/ sand stone in treads of steps and risers using single length above normal size up to 2.00 metre.

40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, 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. White sand stone / jaisalmer sandstone

Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick.cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed Vitrified tiles Matt/Antiskid finish of sizw. Size of tile 600 x 600 mm

40 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. Red sand stone

Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Makrana white second quality

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)

15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand)

Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing

Washed stone grit plaster on flooring or exterior walls 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 10 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).

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar

Dismantling steel work manually/by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.

Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres

Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres.

Supplying and stacking at site Stone screening 13.2 mm nominal size (Type A)

Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller.

Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.

Dry stone pitching 22.5 cm thick laid in courses and required profilewith hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately).

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

Supplying and stacking at site Moorum

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge.

Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge.

Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost).

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal outer dia Pipes.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 40 mm nominal dia Pipes Note: this item includes all types of fittings, brass threaded fittings, sluice valve, gate valve, ball valve of size from 15mm to 160 mm in CPVC.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 65 mm nominal dia Pipes .Note: this item includes all types of fittings, brass threaded fittings, sluice valve, gate valve, ball valve of size from 15mm to 160 mm in CPVC.

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.20 mm dia nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm nominal bore

Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 250 mm diametre S.W. pipe

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe.

Providing and laying 60 mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

Designing, fabricating, testing, installing and fixing in position Curtain Wall with High Pressure Laminate (HPL) Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of High pressure Laminate (HPL) cladding in pan shape in metalic colour of approved shades made out of 6mm thick High pressure laminate material consisting of Polyethylene Type LDPE mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The HPL cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts,washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with HPL cladding, cleaning and protection of the curtain wall with HPL cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with HPL Cladding (including width of groove) shall be measured in sqm. up to two decimal places.

Providing and fixing of deck made of impregnated solid pine (pinus sylvestris) pressure treared and impregnated with eco frienndly wood preservaative for exterior wood manufactured according to EN 14342& EN 14081 and timber sourced from PEFC & FSC certified forest as per the design approved by Architect/Engineer in charge of size 28(+/-1)mm x 120(+/-2)mm of appropriate lengths sourced from Sustainable forestry. the deck shall have grooves , providing necessary certificate as approved by Engineer in charge. Fixing should be done using with hollow aluminium channel of 25mm x50 mm (filled with hardwood) at an interval of 450 mm . It should be fastened on the floor on which deckwood is screwed from the top with two coats of sleekbase applied after installation as per directions of Engineer-in Charge. Pine wood Decking:

The structural design, detailing, and drawings of Entry 1 gate, including the foundation and superstructure, in strict accordance with the relevant Indian Standard (IS) codes and guidelines, as specified by the Engineer-in-charge. The works must be completed to the satisfaction of the Engineer-in-charge and in full compliance with the applicable IS codes and other regulatory requirements. The structural elements, including but not limited to foundation design, load-bearing capacity, material specifications, and structural detailing, shall be designed with due consideration for safety, durability, and structural integrity. All designs and drawings shall be submitted for approval prior to the commencement of execution. all compelte as per the direction of Engineer-in-charge.

Providing and fixing PUF insulated sandwitch roof panel (size, shape and pitch of corrugation as approved by Engineer-in-charge) of 50mm (50/84mm) thich roofing panels having finsihed with 0.4mm thick TCT PPGI (Pre-Painted Galvanized Iron Sheets ) profile sheet on Top and 0.3mm thick PPGI shet micro ribs on bottom with roof insulation of 50 mm thick (i/c thichness of PPGI sheet on both side) Poly Urethane Foam (PUF) density of 40+/- 2 Kg/ M3 sandwiched between two fascias, insulation conforming to IS - 12432 Pt. III. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Providing and fixing in position lettering Baansera using Base plate of ACP 3mm , Frames with mat SS, Lights allover the lettering with Neon lights as per the architechtural design, enclosed with acrylic sheet of approved color thickness of 2mm minimum and the alignment shall be as per the Archtiectural drawing provided by the dept., Fixing with side supports and screwing with gypsum screaws all complete as per the direction of Engineer-in-Charge.

Providing and fixing sandstone benches of top horizontal platform size:1.5m*0.38*0.075m and vertical legs size of 0.58m*0.35m*0.13m complete as per design approved by Engineer-in-Charge.

Providing and fixing of Exposed aggregate spherical bollard Spherical bollard type II Manufactured by M-30 grade of concrete with the dimesnions of 450mm dia, with 430mm long stem & total height of bollard 880mm including properly imbedding, well placing finishing smooth including pointing with white cement mixed with pigment of matching shade, etc. all complete as per direction of Engineer-in-charge. The rate is inclusive of all operation, material, carriage and required pattern approved by Engineer-in- Charge.

Design, Supply, Fabrication and Erection of Bamboo Yoga Hall/rain shelter as per drawing given, with a min. height of 4.00 M above floor level at crown. The Yoga Hall shall consist of designer bamboo columns, bamboo elements, and bamboo shingle roofing as per the tentative concept drawing. All the connections for the making of designer bamboo yoga hall where ever required as per the tentative design, with nuts, bolts, screw and/or bamboo pins. The bamboo yoga hall shall be painted with two or more coats of varnish of approved brand and manufacture, complete in all respect. The flooring will be laid 30 cm above the proposed ground level with bamboo tiles which will be placed above wooden (Sal wood) decking. The rate shall be inclusive of necessary weather proof paint or varnish, civil work, transport, loading, unloading and erection charges. All the bamboo used for the construction will be treated bamboo against attack of termites and borers. The overall warranty for the structure is for 3 year with maintenance. The charges are inclusive of all the taxes including GST, labor, transport and commissioning etc. all complete as per the direction of engineer-in-charge. The design and construction will be wetted by Indian Institute of Technology/any other organisation specified as per direction of engineer in charge (Plan/floor area shall be measured for payment purpose)

Disposal of C& D waste/building rubbish/malba/similar unserviceable materials by mechanical means, including loading, transporting and unloading from different locations of KAE to approved Municipal dumping ground for lead upto 15 Km for all lifts as per direction of Engineer- in-Charge. Note :- (i) Item to be applicable in urban area having direction for restricted hours for movement/plying of load carrying motor vehicle of 3.5 cum or more. Payment will be made only after the plant’s disposal receipts for C&D waste are verified physically and digitally.

Disposal of garbage/MSW and similar unserviceable waste materials by manual/mechanical means including, loading, unloading and transporating from different locations at Kalindi Aviral Extention to approved municipal dumping ground for load upto 25 kms for all lift complete as per direction of Engineer-in-charge Note :- (i) Item to be applicable inurban area having direction for restricted hours for movement/plying of load carrying motor vehicle of 3.5 cum or more.“Payment shall be made only after verification of the slips of disposal of material and confirmation received through official email & physically from the concerned MCD dumping ground.”

Providing and laying at or near ground level factory made kerb stone of C & D waste 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). (C & D kerb stone shall be approved by Engineer-in-charge).

Carriage of Earth by Mechanical Transport including loading and unloading within 1 km lead.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in Vehicular drive ways or for Heavy traffic movement etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filing the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 100 mm thick C.C. paver bock of M-50 grade with approved colour design and pattern.

Rolling of existing surface with power roller/hand roller to make the undulation good as per the direction of Engineer-in-Charge.

Top Vent Baturally ventilated polyhouse :1)Bay Size: Preferably Length 18.0 m and Width 6.0 m (total 5 bay) 2) Central Ridge height: 4.5 m 3)Side Hieght: 3.0 m 4)Vents: The Ridge vent should have 80 cm and the side vent depending upon the requirement and opening should be fixed with 40 mesh UV stabilized MONO screen (IS : 16513-2016) 5) Column spacing: 3.0 m 6)Span: 6.0 m (Single span with top vent) 7) Structural Design :• The structural design needs to be sound enough to withstand wind speeds of a minimum of 100 km/hrs., and minimum load of 25 kg/ sq m. There should be a provision for opening one portion on either side for entry. • Complete Structure made of G.I. Pipe fitted. • All pipes should be pre galvanized/hot dip iron material, corrosion resistant and ISI mark. 8) Main Column: 60 mm OD class A confirming BIS standard IS: 1161-2019. 9) Middle column:60 mm OD class A confirming BIS standard IS: 1161-2019. 10)Fondation slab: 48 mm OD class A confirming BIS standard IS: 1161-2019. 11) Bottom Chord: 48 mm OD class A confirming BIS standard IS: 1161-2019. 12)Trusses member & Purlin: 48 mm OD class A confirming BIS standard IS: 1161-2019. 13) Purlin & Others:42 mm OD class A confirming BIS standard IS: 1161-2019. 14) Curtain pipe Hnadel and acessories: 21mm OD 15)Locking Profile:C type GI profile 250 GSM per MTR or above. Smooth edged in standard length of 4 MTR. with 2.3 mm high carbon steel zigzag spring to fix net & plastic film to the structure by means of self-tapping screws.16) Foundations: Telescopic in CC 1:2:4 (1 cement: 2 Sand: 4 stone aggregate 20 mm nominal size 15x 15 x 45 cm) below ground level 17)Door:Size 900 mm G.I. frame covered with 200 Micron Poly sheet, double door hinged with poly sheet covering, locking arrangement 18)Cladding material:UV stabilized 200- micron (clear in hilly areas and diffused in plain areas) plastic films confirming to Indian standard IS 15827:2019), multi-layered, anti- drip, uniform light and have a minimum 85 percent of level of light transmittance. 19) Fixing of cladding materials:All ends/joints of plastic film need to be fixed with two-way GI profiles with suitable locking arrangements along with a curtain top. 20) Zigzag spring:Zigzag high carbon steel with spring action wire of 2-3 mm diameter must be inserted to fix the cladding material into GI Profile with overlap of 2-3 inch. 21) Curtain and Inspect screen: Roll up UV stabilized 200-micron transparent plastic film as curtains need be provided should be equal to height on all sides having manual opening 50 mesh white/green mono net of equivalent size need to be fixed inside the curtains. Anti-flapping strips are suggested to ensure the smooth functioning of the curtain (curtain open 1.5 meter for better ventilation and increased air circulation for temperature control). 22) Drip irrigation system:The drip irrigation system having drip line spaced at 50 cm x 30 cm V, with Disk/Screen Filter 10 cubic meter/hour, Control Valve, By Pass Assembly 1.5", Air Release Valve 1", Non - Return Valve 1.5", Throttle valve 1.5", Flush Valve 50 mm, HDPE PVC pipe 40mm/4kg/ Sq cm, Drip line 16 mm, and fittings and accessories. 23) Apron: Bottom Apron (Both sides across the length): UV stabilized skirting film 160 GSM, the apron plastic must be 1.0 m above the ground level and 0.5 m buried below ground level. 24)Water harvesting:Provision of Water Harvesting System (WHS) must be provided on double side of length to collect the roof top rain water, through HDPE/UPVC pipe.

Manufacturing, supplying and fixing retro reflective signage boards made up of 4 mm thick ACP sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D- 4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in- charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Signages as and where required

Painting of Mild Steel (MS) plates by applying a high-quality, durable powder coating finish, utilizing electrostatic spray gun application with a voltage range of 60-96 kW. The coating process shall include fluidized bed and chamber coating methods to ensure uniform and consistent coverage. The powder coating shall be applied to achieve the following properties: high flexibility, excellent adhesion, superior impact resistance, and enhanced strain tolerance. The cured finish shall provide a smooth, even surface, ensuring exceptional corrosion resistance and protecting the MS plates from environmental exposure, including moisture, chemicals, and UV degradation. The curing process shall be performed at a temperature not less than 140°C during loading, thereby ensuring the integrity and longevity of the powder coating. The finished MS plates shall exhibit a clean, uniform appearance, with the coating providing superior protection against wear and tear. The MS plate rate shall be paid separately, in accordance with the terms agreed upon in the contract.

Engrave letters, including barcodes, on powder-coated mild steel (MS) plates using laser engraving, ensuring the designated area is cleaned of residual powder before execution. Laser engraving shall create permanent, deep marks by vaporizing material through high-energy beams, ensuring clarity and durability. The work shall be carried out in accordance with industry standards and under the direction of the Engineer-in-Charge, with final acceptance subject to inspection and approval.

Providing and Fixing of multi play staiton large with all necessary fixing arrangements. Thetechnical specification of item as following:- Descriptions • Size:length:38ft, Width-27ft, Height -16'9". Technical Specification: • wood polymer composite material, which is outdoor friendly and the material should follow ASTM D 570, ASTM D 817, ASTM D 256, ASTM D 790, ASTM D 4060, and ASTM D 648 • post:100mm*100mm hollow wood composite profile with M.S inert • Railing-45mm*65mm solid wood composite profile. • deck-145mm*23mm wood composite profile • roof-HPL sheet • Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part1) • Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM -D-3359 ) with the help of cross hatch cutter instruments. • Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt &Nuts /Nylon Lock Nuts are used with PVC Bolt Caps. • All open ends of pipe been closed by GI for user safety against entrapment. Certificate: ISO 9001:2015 • All complete as per the direction of engineer in charge & as per approved drawing & design. (Excavation of earth & Cement concrete for fixing shall be paid separately.) Equipment: • 5ft Rock Climber. • 1 no Monkey Climber. • 7ft Roto straight open slide. • 7ft Net climber. • 5ft Roto Curve Slide.

Spreading of Morrum, watering and rolling complete including preparation of the surface and rolling. With road roller/ hand roller (Suppy and stacking will be paid extra):6mm thick

Providing after cutting in proper size and shape bamboo pole of bambusa balcooa / bambusa bamboos or equivalent with minimum wall thickness of 8 mm ,Treated Bamboo Poles Size 100mm (+/- 10mm) dia. (i.e. 100mm dia. in bottom & top dia. should not be less than 75mm & average dia. should not be less than 85 mm, taper length should not be more than 2.5mm per Running metre), well seasoned by freshly cut canes including treatment with preservative inside the bamboo pole, & dosing with CCB (Chromium Copper Bromate) using pressure vacuum treatment and antiabrasive fire retardant coating ( Two coats before bunching and final coat after complete installation as directed by Engineer in Charge), necessary scaffolding with all lead, lift, machinery & equipment charges, etc. complete, as directed by the Engineer in charge.

Providing after cutting in proper size and shape bamboo pole of factory processed of species bambusa tulda or equivalent having dia :50mm-65mm , well seasoned by freshly cut canes including treatment with preservative inside the bamboo pole, & dosing with CCB (Chromium Copper Bromate) using pressure vacuum treatment and antiabrasive fire retardant coating ( Two coats before bunching and final coat after complete installation as directed by Engineer in Charge), necessary scaffolding with all lead, lift, machinery & equipment charges, etc. complete, as directed by the Engineer in charge.

Providing and fixing bamboo railing as per the design/ pattern made with treated bamboo poles, placed at various locations , bamboo poles are Fixed after cutting in proper size and shape of bambusa balcooa / bambusa bamboos or equivalent and intermediate members of factory processed of species bambusa tulda or equivalent all complete as per the direction of engineer-in- charge (Cost of bamboo, concrete, excavation shall be paid for separately.)

Dry stone pitching 22.5 cm thick (60% stone+ 40% grassing area) laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone and grassing to be made separately).

Spreading of stone scrrening of 13.2 mm nominal size type A and rolling complete including preparation of the surface and rolling. With road roller/ hand roller (Suppy and stacking will be paid extra)

Providing and fixing precast-saucer drain in parks, lawns, drive ways or light traffic parking etc of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required color & pattern over 50mm thick cement concerte bed of 1:5:10 , compacting and proper embedding/laying of saucer drain blocks complete all as per the direction of Engineer-in-charge. 100mm thick saucer drain M10 grade with approved color design and pattern.

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top and side of signage board padestal etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge.

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Cost index@3% on DSR items ₹ 13,80,05,976

Note:- The dumping charges for disposal of malba/Garbage shall be paid to the contractor through Hand Receipt (HR), subject to submission of valid documentary proof such as transaction details, payment receipts, C&D/Garbage slips issued from the MCD approved dumping ground and any other documents as required by the Department. Further, payment for carriage of malba (item no. 96 & 97) shall be made against the relevant Schedule item only after submission of valid documents confirming / verification of documents related to disposal of malba or garbage at an authorized dumping / processing plant.

Part-B(HORTICULTURE WORK)

Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.

Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) (a) Holes 60 cm dia, and 60 cm deep

Providing and stacking of neam oil cake of 40 kg bags at site. as per direction of officer in charge.

Supply and stacking of bamboo stick (score) at site as per direction of officer in charge.

Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Lagerstroemia flosreginae of height 150-165 cm.in big poly bag of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Terminalia mantaly of height 150-165 cm.in big poly bag of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Jacaranda mimosifolia of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Dalbergia sissoo (Seasam) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Eugenia jambolana (Jamun) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Mimusops elengi (Maulsri) of height 180-195 cm., well developed with thick stem in big in big size HDPE bag as per direction of the officer-in-charge.

Providing and stacking of Bassia latifolia (Mahua) of height 90-105 cm. in big polybag of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Ficus infectoria (Pilkhan) of height 150-165 cm. in big polybag of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Tabebuia sp. of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Ficus bengalensis krishna of height 75-90 cm., multibranched in earthen pots of size 30 cm as per direction of the officer-in-charge.

Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Provding and stacking of guvava tree of 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Ber 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Phyllanthus emblica (Amla) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge

Providing and stacking of plant Canna dwarf of height 25 to 30 cm., 2 to 3 suckers in earthen pots of size 20 cm polybag and as per direction of the officer-in-charge.

Providing and Stacking of Ficus panda plant of height 90 -105 cm. multibranches, well developed in poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Bismarckia Palm 115 to 180 cm ht., well developed12 and above good color fresh and healthy leaves in polybag as per direction of the officer-in-charge

Providing and stacking of Bamboo Buddha vally variety with umbrella shape plant having 120 to 135 ht. with fresh & healthy foliage well developed in 40 cm Cement pot multy branch, bushy plant as per direction of the officer-in-charge

Providing and stacking of Tabernaemontana divaricata (Chandni double) of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge.

Providing and stacking of Phragmites grass well developed with fresh & healthy 20 to 30 cm ht. plant in 15 cm size polythne bags as per direction of Officer In-charge.

Providing and stacking of Cenchrus ciliaris grass well developed with fresh & healthy 20 to 30 cm ht. plant in 15 cm size polythne bags as per direction of Officer In-charge.

Providing and stacking of Daab grass (Desmostachya bipinnata) well developed with fresh & healthy 20 to 30 cm ht. plant in 15 cm size polythne bags as per direction of Officer In-charge.

Providing and stacking of Imparata grass well developed with fresh & healthy 20 to 30 cm ht. plant in 15 cm size polythne bags as per direction of Officer In-charge.

Providing and stacking of Paspalum grass well developed with fresh & healthy 20 to 30 cm ht. plant in 15 cm size polythne bags as per direction of Officer In-charge.

Providing and stacking of Pennisetum foxtrot grass well developed with fresh & healthy 20 to 30 cm ht. plant in 15 cm size polythne bags as per direction of Officer In-charge.

Providing and stacking of Pennisetum rubrum grass well developed with fresh & healthy 20 to 30 cm ht. plant in 15 cm size polythne bags as per direction of Officer In-charge.

Providing and stacking of Saccharum spontaneum grass well developed with fresh & healthy 20 to 30 cm ht. plant in 15 cm size polythne bags as per direction of Officer In-charge.

Providing and stacking of Vetivaria grass well developed with fresh & healthy 20 to 30 cm ht. plant in 15 cm size polythne bags as per direction of Officer In-charge.

Preparation of beds for hedging and shrubbery by excavating 30 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declaredunserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)

Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalent of green colour having contents ( Weight grams/sqm. 510 (+/- 8%)) in width of 60 cm. with bamboo of 90 cm. length. The bamboo should be painted with green colour paint of approved brand and manufacture (two ormore coats) and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. The net and bamboo should be binded with 2 mm. G.I. Wire at three places properly as per direction of Engineer-in-charge.

Provisiding of barbed wire at site as per direction of Engineer-in-charge.

Provisiding of JCB with driver and fuel at siteas per direction of Engineer-in-charge.

Part-C (ELECTRICAL WORK)

Supplying , eraction, testing and comissioning of hot dip Galvanized Octagonal pole of 8 mtr. Height made from 3 mm thick sheet having bottom 200 mm OAF & Top 100 mm OAF with welded base plate of size 320 mmx320mmx20 mm thick (on the existing RCC foundation) i/c providing and fixing hot dip galvanised circular ring of 1000 mm dia. made out of 48 mm dia. MS Pipe B- class suitable for installing 4 Nos. Flood Lights/Street Light with a canopy of 400 mm. i/c arrangement of 6 mm thick phenolic laminated/ bakelite sheet, suitable way terminal block for incoming & outgoing cable i/c wires, DIN channel on existing sheet,Earth terminal suitable for 6 SWG GI wire / 2.5 sq. mm wire welded at suitable height i/c washers,spring washers & nuts, 6 Amp, SP MCB, 10 KA, 'C' Series- 2 nos. on DIN channel, numbering of poles etc. complete as per drawing aprpoved by Engineer-in-charge & techincal specifications attached etc as required.

Supplying , erection, testing and comissioning of hot dip Galvanized Octagonal pole of 6 mtr. Height made from 3 mm thick sheet having bottom 150 mm OAF & top 70 mm OAF with welded base plate of size 240mmx240mmx16 mm thick (on the existing RCC foundation) i/c providing and fixing SOH Bracket of 1000 mm made out of 48 mm dia pipe with a canpy of 300 mm i/c arrangement of 6 mm thick phenolic laminated/ bakelite sheet, suitable way terminal block for incoming & outgoing cable i/c wires, DIN channel on existing sheet,Earth terminal suitable for 6 SWG GI wire / 2.5 sq. mm wire welded at suitable height i/c washers,spring washers & nuts, 6 Amp, SP MCB, 10 KA, 'C' Series- 2 nos. on DIN channel, numbering of poles etc. complete as per drawing aprpoved by Engineer-in-charge & techincal specifications attached etc as required.

Supply, Erection , Testing and Commissioning of 4 mtr high Decorative Pole made out of GI tube 'B' class confirming to IS:1239 duly welded with MS base plate of size 250x250x10 mm and suitable mounting arrangement for fixing Post top light luminaire. The pole shall be fabricated in different sections (Bottom section-1000x140x4.8 mm, Upper section- 3000x76x3.6 mm) having Cast aluminium Embellishment with suitable size integral service connection box built in the pole and cover the same complete as required having 1 no. 6 Amp 'c' series SPMCB and 1 no. 25 Amp heavy duty four way connector. The pole shall primer coated and painted with Polyurethane paint in colour approved by Engineer-in-charge finishing etc. complete as required.

Providing and laying in position 1:2:4 ( 1 cement: 2 Coarse sand : 4 graded stone aggregate) RCC foundation of size 750 mm (L) x 750 mm (W) x 1800 mm (D) i/c excavation of earth, re-filling, providing,cutting, bending and placing in position, reinforcement of cold twisted bars of 12 mm dia- 2000 mm long (approx)- 8 Nos. and reinforcement ring of cold twisted bar of 8 mm dia - 3000 mm long (approx)- 14 Nos. on approx. 150 mm spacing supply and fixing of one set comprizing of 4 Nos. 20 mm dia 800 mm long J type foundation bolts(threaded portion shall be galvanized) along with 3 Nos. GI nuts and 2 Nos. GI washer per bolt, 2 Nos. DWC pipe of 63 mm. dia. of suitable length embeded in the foundation for drawing of incoming & outgoing cable after excavation for foundation , dressing of sides and ramming of bottoms, lift upto 1.5 mtr and getting out the excavated soil and disposal of surplus excavated soil as directed by Engineer-in Charge etc. complete as required.. The Tor steel used in Foundations shall be ISI marked.

Providing and laying in position 1:2:4 ( 1 cement: 2 Coarse sand : 4 graded stone aggregate) RCC foundation of size 400 mm (L) x 400 mm (W) x 1200 mm (D) i/c excavation of earth, re-filling, providing,cutting, bending and placing in position, reinforcement of cold twisted bars of 12 mm dia- 1350 mm long (approx)- 8 Nos. and reinforcement ring of cold twisted bar of 8 mm dia - 1600 mm long (approx)- 9 Nos. on 150 mm spacing including supply and fixing of one set comprizing of 4 Nos. 16 mm dia 600 mm long J type foundation bolts(threaded portion shall be galvanized) along with 3 Nos. GI nuts and 2 Nos. GI washer per bolt, 2 Nos. DWC pipe of 32/40 mm dia. of suitable length embeded in the foundation for drawing of incoming & outgoing cable after excavation for foundation , dressing of sides and ramming of bottoms, lift upto 1.5 mtr and getting out the excavated soil and disposal of surplus excavated soil as directed by Engineer-in Charge etc. complete as required.. The Tor steel used in Foundations shall be ISI marked.

Supplying, installation, Testing & Commissioning of the integrated type solar PV lighting system on the existing pole structure, comprising of 35 watt, 6V Mono Passivated Emitter and Rear Contact (PERC) Solar Panel (minimum efficiency 21%),, Pulse with modulation (PWM)/Maximum Power point tracking (MPPT) Charge Controller in the box with a sleek appearance and a sturdy structure, is weather-proof, and is simple to install, with Lithium-Iron Phosphate Battery (LiFePO4) 3.2Volt (Cell) 35 AH battery, charging time 8-10 hours, Battery backup time 12 hours (minimum), LED fixture watt 35 watt, Input voltage: 12V DC , Operating temp range -5 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%, P. F.≥0.95, IP-66,IK-08, CRI >70 , under voltage and over voltage protection, Electro Magnetic Interference (EMI) Electro Magnetic Compatibility (EMC) As per CISPR 15 , lenses for beam angle as per Illuminating Engineering Society of North America (IESNA) type I/II/III as per the width of the road and the project requirement, Correlated Colour Temperature (CCT) 5700°K (As per American National Standard Institute (ANSI Bin)), life time (LED,Driver & electrical circuitary) of 50K hours lamp buring hours till the 70 % of initial Lumen maintained as per LM80 extrapolation IES TM-21-11 report, automatic swich on/off, Alliuminium or Acrylonitrile Butadiene Styrene (ABS body), can be installed on a pole or wall. System lumen efficacy >120 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. All as per pre approved by Engineer in-charge complete in all respect i/c external connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required. (Part 1), for fixtures up to 60 watt. LED light Complete with mounting structure for the battery and accessories and wind storm withstand capacity as per the zone. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise aboven90°C) 35 Watt (System lumen efficacy >120 lm/Watt)

Supplying, installation, testing and commissioning of LED bollard fitting made up of Extruded Aluminium with Al. die-cast base in powder coat finish complete with all accessories including making connection. 9 Watt LED Bolard CCT: 3000-6700 K.

Supplying, installation, testing and commissioning of LED Uplight fitting circular shape made up of Extruded Aluminium with Al. Die cast base in powder coat finish complete with all accessories including making connection connection.LED uplight fixture of not more than 24 watt and lumens output not less than 2100 Lm. CCT-3000K

Supplying of following sizes of XLPE insulated and PVC sheathed aluminium conductor armoured power cable of 1.1 KV grade i/c connection & testing etc. as required and as per technical specification enclosed.

4Cx50 Sq.mm.

4Cx25 Sq.mm.

2Cx16 Sq.mm.

Laying of one number PVC insulated and PVC sheeted/XLPE power cable of 1.1 KV grade of following size in the existing RCC/HUME/Metal/DWC pipe / pole as required.

Up to 35 Sq.mm

Above 35 sq. mm and upto 95 sq. mm

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

Provision for Submersibles for irrigation of Green areas.

Supply,installation testing & commissioning of Standalone Solar Pumps with USPC (7.5 HP) conforming to MNRE specificatio along with all allied accessories as per approval of Engineering-in-charge.The designing of suitable Head & Discharge of the Solar pump shall be within the scope of the work and shall be approved from Engineer-in-charge.

Provision for CCTV System

Supplying Installation Testing and Commissioning of 8 MP IP IR Outdoor Bullet Camera having following specifications and features etc :- 1) Type of Camera: Outdoor Bullet Camera 2) Image Sensor: 1/2.8" or better progressive Scan CMOS get color image even at night condition 3) Signal System: PAL/NTSC 4) Minimum Illumination: 0.006 Lux@ F1.4, AGC ON, 0 lux with IR or better 5) Imaging: 1/3s to 1/30000s, Auto Gain Control , White Balance- Auto, Back Light Compensation, Multi zone Privacy Masking, HLC, Digital Watermarking. 6) On Screen Display: Camera should display Camera title, Date & Time in live & recorded video both. 7) Signal to Noise Ratio: > 50 dB 8) Day & Night: True Day & Night High Performance Mechanical IR cut filter with auto switch, IR Source- Inbuilt Smart IR LED's with effective distance upto 50 Mtrs integrated IR and 30 meter for colour view in night 9) Video Compression (Minimum): H.265 or better, H.264, Audio:- G.711U/A, G.711Mu, G.726, AAC, G.723 10) Wide Dynamic Range: WDR (120dB or more) 11) Digital Noise Reduction: DNR (2D/3D) On/Off 12) Streaming: Triple streaming, configurable 13) Video Streaming & Frame Rates: Triple streaming , configurable Main stream: 8MP (3840 × 2160)@20 fps, Sub streams: 4MP @25/30 fps & D1@25/30 fps; 14) Image Setting: Rotate Mode, saturation, brightness, contrast, sharpness adjustable through client software or web browser 15) Profile Management: User configuration import, export 16) Security: User Authentication, Digital Water Marking 17) Onboard Storage; Camera should support built-in Micro SD/SDHC/SDXC Card slot upto 512 GB. It should be supplied with minimum 128GB memory Card. 18) Recording Management: Format SD, overwrite, storage management, video to NAS device, 19) Edge Analytics: Tripwire, Intrusion, Motion Detection 20) Alarm Trigger: Motion/tampering detection; network disconnection detection; IP conflict detection; memory card state detection; memory space detection 21) Alarm Support: It should have 1/1 Alarm In/ Out Port 22) Audio Support: It should have 1x Built-In Mic and 1/1 Audio In/ Out Port for external Mic. and Speaker (As per site requirement) with G.711U/A/ G.711Mu/ AAC/ G.726 audio compression 23) Network Protocol: SFTP, IPv6, IPv4, DNS,RTCP, NTP, RTP, HTTP, HTTPS, SNMP TCP/IP, PPPoE, NFS, UDP, ICMP, SSL, DHCP, SMTP, RTSPS, unicast, 24) User Access: Minimum 08 Users 25) System Capability: ONVIF Profile S, G & T. CCTV Camera OEM should be fulltime member of ONVIF and quoted models should be listed on ONVIF official website (All the certifications & Credentials should be valid on the date of technical evaluation). 26) VMS: Camera shall support open source VMS 27) Cyber Security: trusted boot, AES 256-bit Encryption, Configuration encryption, trusted execution, Digest, security logs, account lockout, video encryption, IP/MAC filtering,HTTPS, trusted upgrade. 28) Ethernet: 1 RJ 45 10/100 Ethernet port 29) Power Input: The camera should support simultaneous dual power input—12 VDC (via power adapter) and PoE—to ensure continuous operation in the event of a failure in one power source. 30) Power Requirement: 12VDC/24VDC/PoE (802.3af)/ePoE 31) Enclosure: IP67 weather proof, IK10 32) Operating Condition: Ambient Temperature:- ()05°C to 50°C, humidity 95% (max) (non-condensing) 33) IR life: 40000 hours or higher 34) Video Bit rate: 32 KBPS - 8 MBPS or better 35) Standards: BIS with ER, STQC Certified, CE, FCC and RoHS 8 MP (3840 × 2160) or better IP IR 2.7 to 4 mm ~12 to 13.5mm or better Varifocal Motorized lens outdoor Bullet Camera.

Supplying Installation Testing and Commissioning of PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features etc :- PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features etc :- 1) IP IR PTZ Camera: Motorized PAN TILT ZOOM with IR 2) Image Sensor: 1/2.8" or better progressive Scan CMOS 3)Signal System: PAL/NTSC 4) Minimum Illumination: 0.008 Lux@ F1.6, AGC ON,, 0 lux with IR, or better 5) Imaging: 1/1s to 1/30000s, Auto Gain Control , White Balance- Auto, Back Light Compensation, Image Rotation, Multi zone Privacy Masking (Upto 24 Area), HLC, Defog, Region Of Interest and EIS features. 6) On Screen Display: Camera should display Camera title, Date & Time in live & recorded video both. 7) Signal to Noise Ratio: > 50 dB 8) Event Notification: Through Relays, E-Mails or FTP 9) Day & Night: True Day & Night High Performance Mechanical IR cut filter with auto switch, IR Source- Inbuilt IR LED's witheffective distance. The camera should have IR LED’s and cover distance up to 300 meter or above 10) Auto Tracking: The camera should be equipped with Deep-learning-based auto tracking function using simultaneously all of the panning, tilting and zooming should be available. When a motion is detected in a registered monitoring area, the camera should track the motion (object) and capture it. 11) Pre/Post Event Buffering: The camera should support atleast of 5 seconds of pre & post event buffering. 12) Presets: 300 Presets 13) Video Compression (Minimum): H.265 or better, H.264, Audio:- G.711U/A, G.711Mu, G.726, AAC, G.723 14) Wide Dynamic Range: WDR (120dB or more), HLC & BLC 15) Digital Noise Reduction: DNR (2D+3D) On/Off 16) Image Setting: Rotate Mode, ROI ,EIS, Defog, saturation, brightness, contrast, sharpness adjustable through client software or web browser 17) Profile Management: User configuration import, export 18) Cyber Security: Configuration encryption, AES 256-bit Encryption, Digest, account lockout, video encryption, IP/MAC filtering, trusted boot, trusted upgrade, trusted execution 19) Onboard Storage: Camera should support built in Micro SD/SDHC/SDXC Card slot upto 512 GB . It should be supplied with minimum 128GB Memory. 20) Recording Management: Format SD, overwrite, storage management, video to NAS device, remote archive access via FTP login 21) Edge based Video Analytics & Alarm Trigger: Motion/tampering detection; network disconnection detection; IP conflict detection; memory card state detection; memory space detection, Tripwire, Intrusion, Object Abandon/ Missing, SMD, Face Detection 22) Network Protocol: SFTP, IPv6, IPv4, DNS,NTP, HTTP, HTTPS, SNMP, TCP/IP, PPPoE, NFS, ICMP, DHCP, SMTP, RTSPS. 23) System Capability: ONVIF Profile S, G & T. CCTV Camera OEM should be fulltime member of ONVIF and quoted models should be listed on ONVIF official website (All the certifications & Credentials should be valid on the date of technical evaluation). 24) VMS: Camera shall support open source VMS 25) Connectivity: 1x LAN RJ-45 (10/100Base-T) 26) Audio Support: Audio Interface : The camera should have 1/1 Audio In/Out to connect External Mic and Speaker Audio Compression : PCM, G.711U/A, G.711MU, G.726, MPEG2-Layer2, G.722.1 27) Alarm In/Out : Alarm In/out- 7/2 Ch In/Out 28) Power Input: The camera should support simultaneous dual power input—DC/ AC (via power adapter) and PoE (802.3af)—to ensure continuous operation in the event of a failure in one power source. 29) Power Requirement: 24 VDC, 2.5 A (± 25%), PoE+ (802.3at) 30) Enclosure & Weather Proof Standard: IP67 weather proof and IK10, TVS 8000V lightning proof, surge protection, voltage transient protection 31) Operating Condition:- Ambient Temperature:- ()05°C to 50°C, humidity 95% (max) (non-condensing) 32) IR life: 40000 hours or higher 33) Video Bit rate: 32 KBPS - 8 MBPS or better 34) Standards: BIS with ER, STQC Certified, CE, FCC and RoHS 2 MP IP IR motorized PTZ @ 25/30fps or better camera, Triple streaming , configurable on resolution Main stream:1080p@25/30 fps Sub streams :1080p@25/30 fps & D1@25/30 fps or better, varifocal lens 4.3-137 mm or better with Automatic & manual Focus Adjustment provisions, 32x Optical zoom and 12x Digital zoom with angle of view 57˚–2.4˚ , PAN Travel: Pan: 0° ~ 360° endless,Manual Pan: 260° /s, Preset : 300° /s, Tilt, Travel: Tilt: -20° ~ 90°, auto flip 180°, Manual Tilt: 120° /s, Preset : 200°/s.

Supply, installation, testing & commissioning of 4MP IP ANPR Camera:• 1/1.8"" 4 MP CMOS sensor • Max. 4MP (2688 × 1520)@30fps• H.265, H.264M, H.264H, H.264B, MJPEG • 10 mm–40 mm Motorized Lens• ANPR capability should be available • WDR(120dB) or better, Day/Night(ICR), 3D NR, BLC, HLC• IR Range of 20 Mtr. or better , IP67, IK10 • Alarm Inputs / outputs: 1 input & 1 output or more should be available • Audio Inputs / outputs: 1 input & 1 output should be available• ANPR Feature: Recognize license plate numbers and letters , Vehicle head: Large bus, heavy truck, medium truck, sedan, van, light truck, medium bus, SUV, large bus, Vehicle Color, Vehicle Logo• Traffic Flow Detection: Statistics on vehicle flow, average speed, vehicle type, lane occupancy, average time headway, average queue length, and road status. • ONVIF Profile ‘S’ ‘T’ & ‘G’• CE,FCC,ROHS,ONVIF,BIS and Cyber security certificate from STQC:- OWASP application verification standard v4.0- Appendix C: Internet of Things verification requirement L2. • CCTV OEM should have ISO9001:2015, ISO 14001:2015, ISO 27001:2013 , ISO 45001:2018 & GDPR Certificate.

Supplying, Installation, Testing and Commissioning following capacity Serveillance grade Hard Disk with upto 256MB/s Transfer Rate, 256 MB Cache, 7200 RPM Disk Speed, 3.5 inch form factor, SATA Interface, BSMI, ICES-003/NNB-003, CE, FCC, KC, Maghreb, RCM, UKCA, VCCI, CB-Scheme, TUV, UL Certifications. 1(0TB (Terabytes)

Supplying, Installation, Testing and Commissioning of following size LED display (LED monitor) industrial grade with 3840x2160 resolution or better, USB playback, bluetooth and miracast connectivity, 4X HDMI 2.0, DP 1.2, HDR 10/10+, brightness: 500-nits or better, Video wall mode should be available, contrast ratio: 1200:1, OPS slot, viewing angle (H/V): 170°/ 170°, response time less than 12ms, Display control shall be on monitor screen and programmable with remote (remote shall be supplied with system), Key Board, Optical Mouse, etc. as required. 55 inch or larger

Supplying and drawing following core Fiber Optic Cable having corrugated steel armoring. The Fiber should be SM Fiber Central -loose tube filled with Thixotropic jelly, duly following Standards: ISO 11801, IEC 60793-1/60794-1-2, ITU-T-REC G.652D and Telecordia GR-20-core, High quality Electro Chromium Coated Corrugated Steel tape (ECCS ) and HDPE- Sheath, Operating ambient Temperature should be – 5 0C to +50 0C and Storage Temperature shall be – 5 0C to +50 0C, Max Attenuation ± 0.36 (db/ km) at Operational Wavelength 1310 nm and ± 0.22 db / km at Operational Wavelength 1550 nm. type of fiber should be 9/125 / G.652D & Refractive Index should be 1.4670/1.4675. The value for Mode-filed, Cladding Diameter 9.2 ± 0.4 µm and 125 ± 0.7 µm correspondingly. The Dispersion value < 3.5 < 18 ps/nm-km and PMD value < 0.2 ps/km and Cable Cutoff wavelength < 1260 nm i/c splicing & marking etc complete as required. . Single Mode 6 Core Optical fiber cable

Supplying, drawing, Installation, Testing and commissioning of CAT6 UTP LSZH 23AWG Twisted Pair Cable in existing conduit/ on surface, Category 6 Unshielded Twisted Pair, 4 pair should be complied as per UL/ETL verification program for compliance with ANSI/TIA-568.2-D standard. Outer diameter should be in the range of 6.1mm nominal with Operating Temperature Range : -5° to +60°C, Bending Radius : < 4 X Cable Diameter at –5°C ± 1°C and Pulling Force : 11.5 Kg etc. complete as required. 1 Run of cable

Supplying of 3Cx2.5 Sq.mm 1.1 KV grade annealed copper conductor armoured Cable having XLPE insulation, steel wire armouring & FRLS PVC sheath etc. conforming to IS:7098 (part-1) Complete as required.

Laying of one number 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

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

Supplying and fixing 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. (A) 25 mm

Supplying, installation, Testing and commissioning of following capacity 8 port Layer 2 indoor Network Switch having features and specifications etc. as mentioned here under: Minimum 8 X RJ-45 Gigabit Ethernet Ports and additional 2 X 1G SFP Ports with non-blocking architecture by having Switching capacity of minimum 20Gbps and packet forwarding rate of 14Mpps or higher, 8K MAC table. Internal dual AC Power supply with operating temperature of -5 degree Celsius to +50 degree Celsius. Jumbo frame: 10KB or higher, IGMP Snooping, IGMP snooping querier and support for IGMP Snooping Fast Leave, Should create 250 or more MLD groups, MLD Snooping, Per VLAN MLD Snooping C MLD Snooping Fast Leave, STP, RSTP, MSTP, Loopback detection, Multicast filtering, VLAN Tagging, ǪOS: 8 Ǫue per port, WRR, IPv4/IPv6 Interface : minimum 100 IPv4 static route entries and minimum 50 IPv6 static route entries, 700 Acess Control entries, SSH CSSL for IPv4 and IPv6, 802.1x, ARP Spoofing, DHCP Snooping and server screening, IP+MAC+Port Binding, Per Port Bandwidth Control, 802.1X Authentication (Supports local/RADIUS database, Port-based Access Control and EAP, OTP, TLS, TTLS, PEAP Support) Cable Diagnostic feature, LLDP, LLDPMED, SNTP/NTP, RMON, SNMP v1,v2c, v3 and SNMP Traps. Certifications: UL, CE, FCC, RoHS, MTCTE, OEM/Product must be on Trusted Telecom Portal of Department of Telecommunication, Government of India. 8 port PoE Layer 2 Network Switch with PoE Support of 130W or higher with each copper port supporting 802.3at PoE+.

Supplying, Installation, Testing and commissioning of small form-Pluggable (SFP) for Network Switches. Must be hot Pluggable, RoHS Complaint, etc. complete as required. 1 G SFP Single Mode/Multi Mode.

Supplying, installation, Testing and commissioning of following capacity 24 port Layer 2 indoor Network Switch having features and specifications etc. as mentioned here under: At least 24 X RJ-45 Gigabit Ethernet Ports and additional 2 X 10G Base -T with 4 X SFP Ports with non-blocking architecture by having Switching capacity of min. 168Gbps and packet forwarding rate of 125Mpps or higher, 16K MAC table. Console Port, USB port, Stacking support of min. 8 units per stack. Internal dual AC Power supply, STP, RSTP, MSTP, BPDU Filter, BPDU Restriction, Min. 9K Jumbo Frame, LBD, IGMP Snooping V1/V2/V3, MLD Snopping V1/V2. IGMP /MLD Groups 1K or more, IPv4/IPv6 Loopback Interface, 16 L3 IP Interface, Ipv6 ND, VRRPv3, UDP Helper, ECMP. VLAN: 802.1Ǫ, Port based, Ǫ-in-Ǫ, Multicast VLAN, Protocol VLAN, VLAN Trunking, DHCP Snopping, Server, server Screening. RADIUS , TACACS+ Authentication, ǪoS: 802.1P, 8 queues per port, ǪoS : WRR, Strict+WRR, WRED, 802.1p. ACL: MAC based, IPv4C IPv6, TCP/UDP Port number, time based ACL, TFTP Client, SNMP V1, v2c, v3, SNMP traps, RMON, DHCP server, relay, client, LLDP, LLDP-MED, OAM, Dying Gasp, 802.3ah, sflow, RIP, OSPF v2/v3, policy based route, SSL, SSH. 6 kV surge protection on all Gigabit Ethernet ports and on all GE RJ-45 access ports. Certifications: UL, CE, FCC, RoHS, MTCTE, OEM/Product must be on Trusted Telecom Portal of Department of Telecommunication, Government of India. 24 port PoE Layer 2 Network Switch with PoE Support of 370W or higher with each cooper port supporting 802.3at PoE+ min.

Supply and fixing following port Rack Mount loaded LIU with pigtail, Front-mounted cable saddles for jumper management, suitable to manage both splices and terminations, Preassembled shelves in multiple configurations, Rubber fiber slotted bracket built-in, metal splice shelf to protect the fibers, 2 fiber spools built-in for 900μm tight buffered fiber storing, Capable of storing up to 3 meters of 900μm tight buffered fiber per adapter, Removable front and rear covers for better access to interior of LIU, Should be Single / Multi mode LC Type fully loaded. Accessory kit consists of cable ties, mounting ear screws, and spiral wrap tube etc complete as required.

6 Port LIU

24 Port LIU

Supplyin,erection,testing and commissioning of 6 Metre Galvanized Iron Pole of 50 mm dia B-Class conforming to IS:1239 Part-I(2004), duly welded with MS base plate of size 200 mmx200 mmx12 mm thick with necessary accessories i/c painting, numbring, etc. complete as required.

Supplying and laying in position of 1:2:4 ( 1 cement: 2 Coarse sand : 4 graded stone aggregate) RCC foundation of size 500 mm (L) x 500 mm (W) x 1600 mm (D) i/c excavation of earth, re-filling, providing,cutting, bending and placing in position, reinforcement of cold twisted bars of 12 mm dia- 1760 mm long (approx)- 8 Nos. and reinforcement ring of cold twisted bar of 8 mm dia - 2000 mm long (approx)- 12 Nos. on 150 mm spacing supply and fixing of one set comprizing of 4 Nos. 20 mm dia 700 mm long J type foundation bolts(threaded portion shall be galvanized) along with 3 Nos. GI nuts and 2 Nos. GI washer per bolt, 2 Nos. DWC pipe of 63 mm. dia. of suitable length embeded in the foundation for drawing of incoming & outgoing cable after excavation for foundation , dressing of sides and ramming of bottoms, lift upto 1.5 mtr and getting out the excavated soil and disposal of surplus excavated soil as directed by Engineer-in Charge etc. complete as required.. The Tor steel used in Foundations shall be ISI marked.

Supply and fixing Patch Cord of Optical Fiber Multi Mode or Single Mode LC to LC Fiber Duplex having high precision ceramic ferrule with good concentricity, Fiber corning single mode G652D, Cable Type 2mm with Mechanical specification Apex Offset < 50 µm, Fiber Height + 100 nm, End-face radius of Curvature 7mm < R <25mm, Repeatability < 0.2 db, Working ambient Temperature – 5 deg C to +50 deg C, Storage Temperature – 10 deg C to +50 deg C, Length -- 2 meter, Type -- LC-LC Duplex etc complete as required.

Supply and fixing 24U Rack with 4 inch Castor wheels and front brake Floor Standing Rack with Main Frame Pillar of 1.25mm CRCA Sheet with removable side panels, L- Shape adjustable Vertical Mounting Rail of 2mm with 'U'Marking completely knocked-down condition (CKD) Shape, fitted with 4 number cooling fans, minimum 5nos two line cable entry/exit provision at top and bottom with rubber protection, Front door 5mm Toughened Glass with MS frame or MS perforated with lock, Rear MS vented or perforated door, Powder coated Color- RAL- 7035 or black, complied with UL & RoHS, 2 x 6 sockets 16A power distribution units, 3 numbers closed cable organizer, Hardware mounting screws packet of 20 x 1 number, etc. complete as required.

Supply and fixing Outdoor Pole/ Wall mount 6U Rack, IP55, Front Door with Filter, Louver & Unique key Lock. 3 Socket PDU 5Amp - 1 No. Self adhesive thermal foam from inside. Hood For Air Inlet at front side.1U Cantilever Tray 250 mm Depth, Gasket. etc complete as required.

Online UPS - Input supply: Single Phase, Output Supply : Single Phase Supplying, installation, Testing & Commissioning of following capacity at full load (Unity Power Factor) ON LINE Uninterrupted Power Supply (UPS) system suitable for Single Phase input, Single Phase output AC Supply. The UPS shall include a Rectifier, inverter, battery bank suitable for 30 minutes back up (Battery VAH capacity shall not be less than 1600 VAH per KVA of UPS rating per Hour backup time) on full load (Battery shall be VRLA, SMF in ABS Container) and Static Bypass switch along with provision for manual bypass, suitable isolation transformer for additional protection against neutral faults etc. The UPS systems shall be Microprocessor based Digital Control, using Insulated Gate Bipolar Transistor (IGBT)'s both for the rectifier & inverter with PWM (Pulse Width Modulation) Technology. The quality of design, manufacturing and inspection process should confirm to the relevant Inter-national standards such as IEC/EN/VDE. The operating efficiency of the UPS systems shall be >95% at 100% non-linear loads. Current total harmonic distortion (ITHD)/ total demand distortion (TDD) on the input grid shall be < 5% at 100 %load. (The required LC filters shall be included in UPS cost), extreme power factor kit to be include to limit the input pf to 0.99 and output power factor shall be unity (i.e. kw rating of the UPS shall be kva rating x 1 ) however UPS shall be suitable to take load at 0.7 laging to 0.7 leading power factor loads. UPS shall be suitable for incoming supply AC single phase 160-270V 50 Hz and delivering output AC supply true sine wave single phase 220/230/240 Volt, 50 Hz +/- 0.2Hz, Overload capacity of 120% for 10 mins and 150% for 1 minute. Operating temperature 0 to 40 deg C, Relative humidity 0-95% non condensing, noise level less than 60db at 1 meter distance, Protection for Under voltage, over voltage, abnormal output voltage, battery over charging, output over current, short circuit, battery deep discharge , 10 KV surge. Display for watt/VA,Amp and Voltage power parameters etc. UPS shall comply with low voltage electromagnetic compatibility (EMC) achieved as per EN 6204, EN6204 Part I and Part 2, it shall be a Voltage and Frequency Independent (VFI) type UPS (as per standard IEC 62040-1, 2 & 3) . The UPS should be with IGBT Based Inverter Technology, Communication RS232/RS485/SNMP port open protocol for BMS integration as per approved by Engineering in charge. Required battery racks, DC breaker of suitable rating and interconnecting copper conductor cable of suitable size and connectors and all required accoseries are inclusive in the cost. The UPS should have QR code which should contain drawing, test report OEM manual, Geo- Tag of manufacturing location etc. 10 KVA

Earthing with G.I. Earth Pipe 4.5 mtr long, 40 mm dia including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required.

Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for conneciton etc. as required.

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

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing alongwith existing surface /recessed conduit submain wiring /cable as required.

Supply,installation,testing & commissioning of Powder Fire Extinguisher (Stored Pressure type) Capacity 06 Kg duly ISI marked conforming to IS: 15683:2018, with IS 4308, ISI marked ABC powder complete with squeeze grip release valve, discharge pipe, locking arrangement, pressure gauge, operation manual and bracket. Operating Temperature: -30ºC to + 60ºC etc. complete as required.

Supply,installation,testing & commissioning of CO2 type Fire Extinguisher ISI marked conforming to IS: 15683. Capacity 4.5 Kg. Complete with delivery hose horn, wheel type release valve, locking arrangement, operation manual and bracket. Operating Temperature:- 30ºC to +60ºC etc. complete as required.

SITC of Solar Photovoltaic Power Plant (540Wx80 PV Modules) conforming to MNRE specifications as amended , consisting of Mono/Polo Crysttalline Silicon Solar Cells, necessary protections,earthing,mounted on Aluminium/GI structure of suitable strength with all the necessary Civil works as per direction of Engineer-in-charge,Lighting and Surge voltage protection, connection and interconnections by supplying and providing Power/Control Cables between Solar modules along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. complete as required.

SITC of 200 AH( 4 Nos , 48 V) battery suitable for min. 5-6 hrs. battery backup complete as required. Battery & all required set up shall be installed on a suitable size MS angle frame and covered with suitable size Tin housing complete with door for protection against rain and theft etc. as reqd.

Supplying, installation, testing and commissioning of Diesel engine driven Auto prime Dewatering pump (150mm x 150 mm) having impeller suitable for solid handling capacity (15-20 mm) complete with canopy as required : Horizontal type, centrifugal pump of cast of iron body and SS impeller with stainless steel shaft, mechanical seal . Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, portable 4-wheel chassis with built in diesel tank,Primimg tank, exhaust pipe duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding , instruments and protection as per standard specification etc. as required.M.S fabricated common base plate, coupling, coupling guard with anti vibration pads. etc. complete as required & capable of performing the following duty cycle :- Discharge :- 375 Cu.m./hr Head :- 25 Mtrs.

Boring/drilling bore well of required dia. for casing/strainer pipe by suitable method prescribed in IS:2800(Part-I) including collecting samples from different strata , preparing and submitting strata chart/bore log, including hire & running charges of all equipments,tools,plants and machinaries required for the job , all complete as per direction of Engineer-in-charge , upto 90 meter depth below the ground level.All type of Soil (400 mm dia.)

Supplying,assembling,lowering and fixing in verticle position in bore well ,unpalsticized PVC medium well casing (CM) pipe of required dia., conforming to IS: 12818 ,including required hire and labour charges ,fittings & accessories etc. complete for all depths as per direction of Engineer-in-charge. (200 mm nominal size dia.)

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