Renovation of Mini Bus Stand/Parking space at Ghat Mohallah MC Awantipora.

Select, At Par, Excess (+), Less (-) IOCL

Tender Inviting Authority: EXECUTIVE ENGINEER R AND B DIVISION AWANTIPORA.

Name of Work: Renovation of Mini Bus Stand/Parking space at Ghat Mohallah MC Awantipora.

Contract No:- 187/EEA/R&B of 2025-26/10571-81 Dated: 27-02-2026 Advertised Cost : Rs108.58 Lacs MH: FC-Grants MC-Tral AAA: Dir.Urban Local Bodies Kmr order No: DULB/Plg/949 of 2025 Dated: 28.11.2025 and TS No: CE/R&B/SK/TS/300 of 2025-26 Dated: 05.02.2026.

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

1 I). Dismantling and Demolishing of Passanger Sheds.

2 Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar 0.000 cum 0.000 Excess(+) Full Conversion INR

3 Demolishing of old damaged wall in cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge 0.000 cum 0.999 Excess(+) Full Conversion INR

4 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 meters lead. 0.000 Kgs 0.000 Excess(+) Full Conversion INR

5 Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of :G.S. Sheet 0.000 sqm 0.000 Excess(+) Full Conversion INR

6 Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 meters lead 0.999 sqm 0.000 Excess(+) Full Conversion INR

7 II). Dismantling and Demolishing of Taxi office Room.

8 Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of :G.S. Sheet 0.000 sqm 0.000 Excess(+) Full Conversion INR

9 Dismantling wood work in frames, trusses, purlins and rafters upto 10 meters span and 5 meters height including stacking the material within 50 meters lead : Of sectional area 40 sqcm. and above. 0.000 CUM 0.000 Excess(+) Full Conversion INR

10 Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In mud mortar 0.000 CUM 0.999 Excess(+) Full Conversion INR

11 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters lead : Of area of 3 sqm. and below 0.000 NO 0.999 Excess(+) Full Conversion INR

12 Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:In lime mortar 0.000 cum 0.999 Excess(+) Full Conversion INR

13 III). Construction of Deep Drain with slab.

14 Supply and filling of existing Trench BWO RBM of specified and required size as directed including dressing, ramming watering and compacting with power roller to required gradient and camber with carriage of all material involved loading, unloading and stacking complete. 0.999 cum 0.000 Excess(+) Full Conversion INR

15 Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete. 0.000 cum 0.000 Excess(+) Full Conversion INR

16 Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar 0.999 cum 0.000 Excess(+) Full Conversion INR

17 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 0.000 cum 0.999 Excess(+) Full Conversion INR

18 Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). 0.999 cum 0.000 Excess(+) Full Conversion INR

19 Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 0.999 cum 0.000 Excess(+) Full Conversion INR

20 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 0.000 Cum 0.999 Excess(+) Full Conversion INR

21 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 0.999 KGs 0.999 Excess(+) Full Conversion INR

22 Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. 0.999 Sqm 0.000 Excess(+) Full Conversion INR

23 Centering and shuttering including strutting, propping etc. and removal of form for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. 0.000 sqm 0.000 Excess(+) Full Conversion INR

24 Centring and shuttering in suspended floors incld. Strutting, proping etc & removal of form work for suspended floors, roofs, landings, balconies & access plateform 0.000 Sqm 0.999 Excess(+) Full Conversion INR

25 Providing and fixing in position weep holes in abutments and other approach walls with 75mm dia PVC pipes cut to length and profile as required to be installed in concrete including all carriages and other incidental charges as per clause 2706 of MORTH specifications 0.000 Rm 0.000 Excess(+) Full Conversion INR

26 Engagement of Labours for site clearance, removal of Vegetative matter and unhygenic material etc including disposal of material beyound MC limits. 0.000 No 0.000 Excess(+) Full Conversion INR

27 Carriage of material by MT from source to actual site of work

28 Aggregates/Sand for an average lead of 5kms 0.000 cum 0.000 Excess(+) Full Conversion INR

29 IV). Construction of covered cross Drain.

30 Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : 0.000 cum 0.000 Excess(+) Full Conversion INR

31 Disposal of Earthwork by Mechanical Transport lead upto 5 km including loading, unloading and stacking complete 0.999 CUM 0.000 Excess(+) Full Conversion INR

32 Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete. 0.999 cum 0.000 Excess(+) Full Conversion INR

33 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 0.999 cum 0.999 Excess(+) Full Conversion INR

34 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 0.000 cum 0.999 Excess(+) Full Conversion INR

35 Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). 0.000 cum 0.000 Excess(+) Full Conversion INR

36 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 0.999 Kgs 0.999 Excess(+) Full Conversion INR

37 Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. 0.000 Sqm 0.000 Excess(+) Full Conversion INR

38 Centring and shuttering in suspended floors incld. Strutting, proping etc & removal of form work for suspended floors, roofs, landings, balconies & access plateform 0.999 Sqm 0.999 Excess(+) Full Conversion INR

39 Supply and filling Nallah muck as back filling of specified and required size as directed including dressing, ramming watering and compacting with carriage of all material involved loading, unloading and stacking complete. 0.999 cum 0.000 Excess(+) Full Conversion INR

40 Providing and fixing Polycrete (PFRC) menhole cover and frame, including frame MS rim, confirming to specs & direction of Engineer-incharge etc complete. 0.000 No 0.000 Excess(+) Full Conversion INR

41 Carriage of different marterials from source to site of work by MT

42 Aggregates/Sand for an average lead of 5kms 0.000 cum 0.000 Excess(+) Full Conversion INR

43 V). Macadamisation

44 Engagement of JCB for site clearance, dressing and levelling, disposal of excavated/dismantalled useless material outside the limits of MC as per directions of EIC. 0.000 Hour 0.000 Excess(+) Full Conversion INR

45 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts,laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge including carriges of all material involved complete 0.000 Cum 0.000 Excess(+) Full Conversion INR

46 Providing and applying tack coat using bitumen emulsion conforming toIS: 8887, using emulsion pressure distributer including preparing thesurface and cleaning with mechanical broom On W.B.M. /W.M.M. @ 0.4 Kg/sqm 0.999 sqm 0.000 Excess(+) Full Conversion INR

47 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). 0.999 sqm 0.000 Excess(+) Full Conversion INR

48 Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm. 0.999 sqm 0.000 Excess(+) Full Conversion INR

49 Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. including carriges of all material involved complete 0.999 Cum 0.999 Excess(+) Full Conversion INR

50 Providing and laying semi- dense Bituminous concrete using crushedstone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, leveland alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification,complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. including carriges of all material involved complete 0.000 sqm 0.000 Excess(+) Full Conversion INR

51 Providing and laying 6mm thick seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. including carriges of all material involved complete 0.000 sqm 0.000 Excess(+) Full Conversion INR

52 Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 0.000 Sqm 0.000 Excess(+) Full Conversion INR

53 Providing and laying G.I pipes complete with G.I Fittings including trench excavation and reflling etc. (External) 50mm dia 0.000 RM 0.999 Excess(+) Full Conversion INR

54 VI). Fencing and GATE.

55 Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : 0.000 cum 0.000 Excess(+) Full Conversion INR

56 Providing and Laying of Nallah stones hand packed in bed i/c carriage charges from source to actual size of work 0.000 cum 0.000 Excess(+) Full Conversion INR

57 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 0.000 cum 0.999 Excess(+) Full Conversion INR

58 Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). 0.999 cum 0.000 Excess(+) Full Conversion INR

59 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 0.000 Kgs 0.999 Excess(+) Full Conversion INR

60 Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. 0.000 Sqm 0.000 Excess(+) Full Conversion INR

61 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 0.999 kg's 0.000 Excess(+) Full Conversion INR

62 Carriage of different marterials from source to site of work by MT

63 Aggregates/Sand for an average lead of 5kms 0.999 cum 0.000 Excess(+) Full Conversion INR

64 VII). Ticket Couter Cabin

65 Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : 0.000 cum 0.000 Excess(+) Full Conversion INR

66 Providing and laying of Nalllah stone dully hand packed in bed including carriage of stone soling with loading unloading and stacking complete. 0.000 cum 0.000 Excess(+) Full Conversion INR

67 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 0.000 cum 0.999 Excess(+) Full Conversion INR

68 Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). 0.000 cum 0.000 Excess(+) Full Conversion INR

69 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 0.000 Kgs 0.999 Excess(+) Full Conversion INR

70 Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. 0.000 Sqm 0.000 Excess(+) Full Conversion INR

71 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 0.000 Kgs 0.000 Excess(+) Full Conversion INR

72 Providing and fixing Hi-Rib precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of urlins, rafters and trusses and including cutting to size and shape wherever required. (Roofing). 0.000 Sqm 0.000 Excess(+) Full Conversion INR

73 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm) 0.000 Rm 0.000 Excess(+) Full Conversion INR

74 Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.) Anodized aluminum (Anodized transparent or dyed to required shade according to IS:1868, minimum anodic coating of grade AC 15) 0.200 Kgs 0.000 Excess(+) Full Conversion INR

75 Providing and fixing machine moulded aluminum covering of approved pattern & design, made out of machine-cut aluminum sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ ceilings floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fastner of 8 mm dia. and 75 mm long bolt including providing aluminum washers 2mm thick, 15mm dia. at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete. as per drawing and direction of Engineerin- charge 2 Powder coated aluminum sheet 2.5 mm thick (minimum thickness of powder coating 50 micron) 0.999 Kgs 0.999 Excess(+) Full Conversion INR

76 Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin- charge. (Cost of aluminum snap beading shall be paid in basic item.) With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm) 0.999 Sqm 0.999 Excess(+) Full Conversion INR

77 Providing and fixing aluminum casement windows fastner of required length for aluminum windows with necessary screws etc. Complete Anodized (AC 15) aluminum 0.000 No 0.000 Excess(+) Full Conversion INR

78 Providing and fixing Brass 100mm mortice latch and lock with 6levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 0.000 No 0.999 Excess(+) Full Conversion INR

79 Carriage of different marterials from source to site of work by MT

80 Stone Agg/Sand for an average lead of 5 km 0.000 cum 0.000 Excess(+) Full Conversion INR

81 VIII). Providing and fixing of Retro-Reflectory boards.

82 Providing Retro-reflective regulatory sign board of size 900mm diameter made out of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated lens type retro-reflective sheeting as approved by Engineer-in-charge. Letter, symbols, borders, etc. will be as per IRC:67 with required colour scheme on the boards and with the high intensity grade A. the aluminum sheet to be riveted to M.S. frame of angle iron of size 40x40x4mm. The boards will be fixed to 1 No. 50x50mm square post made of M.S. angle 50x50x4mm, 4m long welded to the frame with adequate anti-theft arrangement. Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminum sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per directions of Engineer-in-charge.(Cautionery boards+informatory sign boards). 0.000 sqm 0.000 Excess(+) Full Conversion INR

83 X). Boom Barriers at Ghat Mohallah MC Awantipora

84 Supply, Installation, Testing, and commissioning of Automatic Boom Barrier (electro-mechanical) with complete earthing as per below specifications: a) Housing made of Mild steel with powder or zinc coating inside and outside plus anti-corrosion treatment/Stainless Steel A151 304. b) Machine Core-It shall consist of motor (AC type), control system, linkages for proper transmission of power from motor to boom rod and compression springs, effectively avoids the accidents caused by spring breaking. The motor, springs, linkages etc must be made of rust and corrosion free metals or alloys of high strength. Further the motor shall have a name plate giving complete specifications. c) Boom-The boom bar shall be straight telescopic type and the minimum boom length shall be 06 meter. The booms shall be extruded aluminium with octagonal profile. The bar shall have high visibility reflective strips. d) Duty cycle 100% as per opening or closing time, e) Power Input AC 220-230v, 50 Hz 1) Operative options -Remote control and push button (having 03 push buttons STOP/UP/DOWN LO control the motor). In case of power failure there shall be open/close option with mechanical handle and clutch key. 2) Opening/closing time Maximum 04 to 05 seconds for 06 meter length... b) IP rating-compliant to IP54 or better. 1) Operating temperature and Humidity -(10 to 90%) humidity and-15 to 45 degree Celsius. 1) Safety Features -The equipment shall consist of photo cell (safety sensor) to be used to prevent barrier from closing on. k) Boom Rest/Supporting pole shall be provided with boom rest for support of boom arm. 1) Performance Requirement-MCBR(Mean Cycles Between Failures)-Not less than 2.5 million cycles m) Certificates Required ISO 9001:2015 certificate of the company from the country of origin.certification for Ingress Protection (IP). a) For power supply 2 core 4 sq mm wire shall be used from the nearest supply point to the boom power control board to be laid underground or as per site requirement. o) MCB (C Curve) of suitable amperage as per motor rating and 5 pin sockets (324) as per requirement 0.000 Job 0.000 Excess(+) Full Conversion INR

85 Supply, Installation, Testing, and commissioning of 2kVA single phase automatic voltage stabilizer suitable for input voltage range of 90-240V AC and output voltage of 230V ±1% 0.000 Job 0.000 Excess(+) Full Conversion INR

86 Civil Work-The job involves manual excavation of the pit as per the required dimensions (or as directed by engineer-in-charge) for the installation of the barrier housing and supporting pole, followed by the provision and laying of cement concrete in the ratio of 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 6mm nominal size) to fill the pit completely and raise the foundation to the required height above ground level, with proper surface finishing and curing. The barrier housing shall be securely mounted on the concrete foundation using fasteners or expansion bolts. Additionally, the work includes excavation of a cable trench of adequate width and 200mm depth for laying various cables such as Cat 6 and photo cell cables in PVC conduits or cladding, which shall then be backfilled with cement concrete to ensure protection and durability. 0.000 Job 0.000 Excess(+) Full Conversion INR

87 Annual Maintenance for period of 03-Years post 01-year DLP-The job Involves comprehensive maintenance of both automatic boom barriers after the completion of the ono-year Defect Liability Period (DLP). The Job include carrying out regular preventive maintenance such as Inspection of the boom arm, drive mechanism, control panel, safety sensors, voltage stabilizer and access control components to ensure smooth and uninterrupted operation. Corrective maintenance tasks to be undertaken as required including attending to breakdowns, diagnosing faults, and replacing any worn-out or damaged parts with OEM-approved components. 0.000 Years 0.000 Excess(+) Full Conversion INR

88 XI). High Mast LED Flood Lights at Stand/Parking places at Ghat Mohallah MC-Awantipora.

89 Supply and erection of 9.0 mtr long (DiOSP-33) steel tubular poles conforming to IS: 2713 (Part-II), planting depth about 1.5 m above ground level. The pole shall have 2 No. bolts welded at a distance of 3 m from the bottom of pole, and suitable holes shall be drilled in the pole for service connection and two earth wires. 0.000 No 0.000 Excess(+) Full Conversion INR

90 Providing and fixing of two arm bracket (square type 2.5 × 2.5 mm) for mounting the luminaire on the top of the pole, fabricated out of 75 mm MS pipe, welded and supported with a triangular MS gusset plate 6 mm thick, with a provision of cast iron cap. 0.000 No 0.000 Excess(+) Full Conversion INR

91 Providing and fixing of sheet steel kiosk (Street Light Panel) fabricated out of 16 SWG MS sheet steel having front door with locking arrangements and duly powder coated with suitable shade. Complete sheet steel kiosk shall be fitted with 4 pole 100 amp bracket connector and 6-16 amp MCB 4 No., MCB DP 40 amp 1 No., astronomical timer switch with contactor of suitable capacity (L&T / Legrand / Hagger make). Also a suitable clamp to be provided with bracket for its proper fixing on the pole with nuts and bolts. 0.000 No 0.000 Excess(+) Full Conversion INR

92 Supply and installation of Spiral earthing through 10 SWG GI wire, size of pipe 2ft, after driving in ground up to a depth of 3 m in the ground from the base of the pole. 0.000 No 0.000 Excess(+) Full Conversion INR

93 Providing of copper connection and earthing to luminaire from steel junction box in 1.5 sq mm PVC insulated multistrand copper wire. 0.000 Mtr 0.000 Excess(+) Full Conversion INR

94 Painting of pole with one coat of red oxide and two coats of aluminium paint. 0.000 No 0.000 Excess(+) Full Conversion INR

95 Providing and erecting pole 8.0 metre and up to 10.0 metre in cement concrete (1:2:4) with cement, coarse sand and graded stone aggregate, for foundation including excavation, refilling and disposal of surplus earth etc. as required. 0.000 each 0.000 Excess(+) Full Conversion INR

96 Supply, Installation, testing and commissioning of LED based Flood light. housing made up of pressure die cast aluminum Alloy with effective thermal management, sturdiness and embossed brand name/logo name of manufacturer. The fixture should have a minimum system efficacy of greater than 120 lumen/Watt, and a minimum system lumen output of 18000 lumens and maximum sýtem wattage of 150 Watts. The lixture shall have a CRI of minimum 70, SDCM<5. The fixture shall be designed for a system life of 50,000 hours @70% lumen maintenance. Ingress Protection of IP66 (lamp and gear Compartment) and Mechanical Impact Resistance Rating of IK >07 with toughened glass cover. The fS5lxture driver should have an operating voltage range of 140-270 V, Inner surge protection of >4KV, PF>0.95 and THD<10% at full load. Driver should cut off at high voltage of 320volt for safety. The fixture should comply with the parameters as per 1510322. The LED driver should comply to IEC61000-3-2 ed.3.2, 2009 for Harmonics. Manufacturer shall have Inhouse lab approved by NABL LM 79 and LMBO reports need to be submitted from a NABI/UL accredited lab to verily above parameters. Phillips/ Havell (Jeta Arls)/Wipro/Eq, standard make (sample to be approved before Installation) 0.000 No 0.000 Excess(+) Full Conversion INR

97 5/L, testing and commissioning of, XLPE Insulated, PVC Alluminium un-armoured cable 650 V/1100 V Grade as per I5 7098 (Part 1) 1988 with upto Date Amendments.Havell/Eq. standard make as directed by engineer Incharge and making end termination with brass compression gland and aluminium lugs of required site.16 sq.mm 2 core 0.000 Mtr 0.000 Excess(+) Full Conversion INR

98 Supplying and laying of following size DWC HDPE pipe ISt marked along with all accessories like socket, bend, couplers etc. conforming to 15 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 & 10-51 mm nominal) 0.000 Mtr 0.000 Excess(+) Full Conversion INR

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