Department Of Tourism And Civil Aviation Tender

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources

Centering and shuttering including strutting, propping etc. and removal of form work Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. including carriage of materials in all lead & lift and as per the direction of Engineer-incharge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering but including the carriage of materials by manual & mechanical means and loading/unloading etc. complete in all lead & lift- All work upto plinth level. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth including carriage of materials in all lead & lift and as per the direction of Engineer-incharge.

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 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) including carriage of materials in all lead & lift and as per the direction of Engineer-incharge.

Providing and laying 75mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete including carriage of materials in all lead & lift and as per the direction of Engineer-incharge.

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification work in doses by weight of cement as per manufacturer's specification including carriage of materialsby manual and mechanical means upto all lead, lift & height/level and leading /unloading complete and as per the direction of Engineer-incharge.

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge including carriage of materials by manual and mechanical means upto all lead & lift and leading /unloading etc. complete. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately)

upto Plinth level

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding including cost of binding wire and manual & mechanical carriage upto all lead, lift & height/level including loading/unloadint etc. complete. Thermo-Mechanically Treated bars

Providing Centering and shuttering including strutting, propping etc. and removal of the same including carriage of materials by manual & mechanical means upto all lead, lift and height/level and as per the direction of Engineer-incharge.

Foundation, footing, bases of columns etc. for mass concrete

Suspended floors. Roofs, landings, balconies and access platform

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

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 in chanels, angles, square/rectangular, tublar/hollow MS section, tees flats with connecting plates etc. complete as per architectural & structural drawing, design, specifications and direction of the Engineer-incharge including manual & mechanical carriage of materials upto all lead, lift, hight/level and loading/unloading etc. complete.

Providing and fixing 12 mm thick prelaminated particle board of standerd / approved make, flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings, design and specifications and directions of Engineer-in-charge including carriage of the materials in all lead and lift. Pre-laminated particle board with decorative lamination on both sides

Supplying and Stacking of Good Earth at site including manual & mechanical carriage of materials in all lead & lift and loading/unloading etc. complete and as per the direction of Engineer-Incharge.

Construction of granular sub-base by providing close graded material conforming to specifications,mixing in a mechanical mix plant at OMC,carriage of mixed aterials by tippers to work site,for all leads & lifts, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of peciffied thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as perspecifications and derections as per Engineer -in-Charge including manual & mechanical carriage of materials in all lead & lift including loading/unloading etc. complete in all respect.

With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in- charge, i/c cost of paint and cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out completeas per specifications and directions of Engineer-in- Charge including carriage of the materials in all lead and lift and loading/unloading etc. complete. New work (two or more coat)

Dry Lean Cement Concrete Sub-base:- Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, aggregate gradation after blending to be as per Table 600-1 of MORTH 5th Revision, with minimum cement content of 150 kg/cum or as per mix design (whichever is more), Concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-12 tonnes vibratory roller, finishing and curing. Complete as per direction of Engineer-in- charge including carriage of the materials in all lead and lift and loading /unloading etc. complete.

Pavement Quality Concrete:- Construction of reinforced, M-40 Grade pavement quality concrete of flexural strength 45 Kg/cm2 over a prepared sub-base with 43 grade cement, with minimum cement content of 390 kg per cum or as per mix design (whichever is more), coarse and fine aggregate conforming to IS:383 with 20 mm nominal size of aggregate, mixing in a batching and mixing plant as per approved mix design (As per IRC-44), transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction , longitudinal & tranverse joints, Joint Cutting, joint filler, backer rod conforming to ASTMC:5249-95 or ASTMD:3575, separation membrane (400 micron HDPE Sheet), sealent primer, polyurethene joint sealant with min MAF±30 ,reinforcement (Thermo- Mechanically Treated bars of grade Fe-500D or more),admixtures as approved, curing compound, finishing to lines and grades as per drawing and direction of Engineer-in- charge including carriage of the materials in all lead and lift and loading/unloading etc. complete. Note:- 1) Details of HDPE Sheet:- 400 micron HDPE Sheet over tack coat of 2.5Kg/10mtr2 of VGRO HDPE with minimum width of 8m without joints, 400 micron manufactureres by multilayer technology using 100% virgin raw material,conforming to IS 10889:2004(or latest) with company logo & IS Code & batch number on at least very 2 metres. 2) Manufacturer Test certificate for every consignment.

Stone filling behind retaining walls including carriage of materials in all lead and lift and as per the direction of Engineer-Incharge.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes and as per the direction of Engineer-Incharge.

ELECTRICAL Installation Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(Havells, RR, KEI orquivalent as approved by site engineer) including manual & mechanical carriage of material in all lead & lift and loading/unloating etc. complete as per the direction & approval of Engineer-incharge.

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

2 X 4 sq. mm + 1 X 4 sq. mm earth wire

Supplying and fixing suitable size GI box with modular plate and cover of standard/approved make in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required (For light plugs to be used in non residential buildings) including manual & mechanical carriage of material in all lead & lift and loading/unloating etc. complete as per the direction & approval of Engineer-incharge.

Providing and fixing 4mm dia copper wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable etc.complete as per the direction of the Engineer-Incharge including carriage of the materials in all lead and lift..

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt etc.complete as approved by engineer-in-charge including carriage of the materials in all lead and lift..

Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. complete as approved by engineer-in-charge including carriage of the materials in all lead and lift.

Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as per the direction of the Engineer-Incharge and including manual & mechanical carriage of materials.

Providing and laying of one No. aluminium conductor, PVC insulated and PVC sheathed, armoured/XLPE power cable, working voltage 1100 volts grade direct in ground; to be laid 1 meter below the ground level including excavation and refilling the trench etc.as required, but excluding sand cushioning and protective covering:- (Polycab, Havells or ISI make as approved by site incharge) etc. complete including carriage of materials in all lead & lift.

2C x 6 sq.mm Al. Armoured

4 x 10 sq.mm Al. Armoured

3.5C x 50 sq.mm Al. Armoured

EXTERNAL LIGHTINING Supply of Bajaj Make 16 M High Mast lighting system with bottom dia 410mm, Top dia 150mm, thickness 3mm complete with all accessoriesits accessories. Mast shaft shall be in two sections, hot dip galvanized and suitable for wind velocity as per IS 875 part 3/1987 . It shall also include accessories for high mast including head frame, steel wire rope 6 mm dia (7/19 construction) double drum winch, Galvanized Lantern carriage arrangement 'suitable for 8 Nos.luminaires symmetrically & its control gear boxes and lightning finial. The mast shall have an integral power tool installed inside the base compartment for its operation.The high mast shall be complete with foundation bolts manufactured from special steel and Hot Deep Galvanised along with nuts, washers, anchor plates and templates etc. and as per approval/direction, specification and warranty period of respective company including manual & mechanical carriage of materials in all lead & lift and loading/unloading. etc. complete.

Supply, testing, commissioning and installation of 40 KVA CUMMINS make diesel engine model X2.7TAA-G8, 3 cylinder 4 stroke water cooled turbocharged (CPCB norms compliance) developing 51BHP @ 1500RPM & Stamford make single bearing alternator suitable for continuous operation generating 35 KVA at 1500RPM, 415 Volts, 0.8 power factor suitable for 50Hz, 3 Phase system and aligned on a common MS Base frame complete with MS fuel tank, the DG set is with standard Control Panel, residual exhaust silencer, etc. complete AVM pad fitted on base frame. 1 no. 12 Volts DC Battery, battery leads, 1st fill of lube oil all housed in sound proof Acoustic Enclosure and as per approval/direction, specification and warranty period of respective company including manual & mechanical carriage of materials in all lead & lift and loading/unloading. etc. complete. (commins, kirloskar or euivalent)

Main Panel Design, manufacture, supply, installation, testing and commissioning of 2 mm thick MS sheet steel fabricated cubicle type Panel dust and vermin proof complete with hinged and lockable doors . The Sheet Steel shall under go minimum eight tank treatment followed by finishing treatment of powder coating with 70 micron minimum thickness. All the panels shall be floor mounted and dead front construction complete with interconnections, specifications, approval/direction of the Engineer incharge including manual & mechanical carriage in all lead & lift and loading/unloading/hosting etc. The panels shall be FRONT operated, with cable entry from the top bottom. Earth bus shall be part of the panel.) (All MCB to be "C" Curve) The following provisions shall be required to be made in the Distribution Panel as detailed below:

All live accessible parts shall be shrouded with 1mm thick polycarbonate/3 mm thick FRP sheet and all equipment shall be finger touch proof. The busbar insulation shall be with heat shrinkable sleeves according to the colour code. SMC shrouds and busbar supports shall be used. All MCCB door handle shall be interlocked and lockable in OFF position. Galvanised hardware with zinc passivation shall be used in fabrication of Switchboards. Suitable Aluminium earth bus to be provided throughout the length of Switchboards.

All indication lamps / illuminated push buttons shall be LED type. Coil of all motor starters shall be fed from 440 V / 230 V Control Transformer. 2A SP MCBs shall be used as backup protections. All MCCBs shall be variable plug setting type with thermal magnetic Ics = 100% Icu & rotary handle. All control& power wiring shall be broughtout upto the cable alley in the terminal blocks. An approval shall be taken for each panel before manufacturing. Provision of one 6/16 amp socket & compartment lighting for each vertical section of main panel. All breaking Capacity for MCCB to be Ics=100%Icu. All MCB to be C Curve

MDB-1 Incoming: 1 no. of 250 Amp FP MCCB of 25 KA breaking capacity & Trip setting as required. Metering for incoming: Digital Multifunction meter (MFM-4) with RS-485 communication port for measurement of PF, V, A & Hz , equivalent to EM6459, with CT as required. Phase indicating lamps RYB with 2 Amps SP MCB back up

BUSBAR Electrolytic high conductivity aluminium three phase and neutral busbars rated at 500 amps, 25KA, insulated with heat shrinkable coloured PVC sleeves & clip on shrouds for joints. Current density of Bus Bar to be 1.2 sq.mm / amp. OUTGOINGS 1 nos. 160 Amps 25kA 440 volt FP MCCB. 2 nos. 125 Amps 25 kA 440 volt FP MCCB. 5 nos. 100 Amps 25kA 440 volt FP MCCB. 7 nos. 63Amps 10kA 440 volt FP MCB. 4 nos. 40Amps 10kA 440 volt FP MCB.

Providing, laying and fixing of one No. aluminium conductor, PVC insulated and PVC sheathed, armoured/XLPE power cable, working voltage 1100 volts grade on surface etc. of the required size:- (Polycab,Havells or ISI make as approved by Engineer-incharge) including carriage of materials in all lead & lift.

2C x 6 sq.mm Al. Armoured

4 x 10 sq.mm Al. Armoured

Constructoin of suitable shallow foundation with 'M 25' grade concrete suitable size foundation bolts /anchor plates for the 16 mtr. high mast considering the tested soil bearing capacity at site at 2 mt depth with all materials & labour. Complete foundation design & calculation on the load bearing capacity of the soil, complete as per the direction of the Engineer-Incharge including manual & mechanical carriage of material in all lead & lift and loading/unloating etc. complete.

Provision of GI pipe earthing for High Mast with 2.5M long 40mm dia. G.I. pipe including connection of High Mast earth terminal with 25x3mm GI flats with all materail & labour.(2NOS. PER MAST) as per the the Engineer-Incharge including manual & mechanical carriage of material in all lead & lift and loading/unloating etc. complete.

Fixing & testing of 200W LED floodlight luminaire with ultra sleek, light weight and with secondary optics, made of pressure die-cast housings with IP66 ingress protection and impact resistance of IK07. 4kV inbuilt and 10kV*external surge protection. Bajaj/ panasonic/wipro or equivalent and as per approval/direction, specification and warranty period of respective company including local handling charges etc. complete. (Labour Rate)

Fixing of LED Aviation obstruction lighting Fixtures "Philips/Bajaj make " or equivalent and as per approval/direction, specification and warranty period of respective company including local handling charges etc. complete. (Labour Rate)

Fixing of control panel housing suitable control circuit for the operation of the mast. It shall also consist 32 A TPN MCB incomer, single dial time switch, 25 A TP contractor for the automatic switching of luminaries , power tool control with 2 no. 9A contractor and raise lowe push button, incoming 10 sg. mm and outgoing 10 & 2.5 sq. mm complete and as per approval/direction, specification and warranty period of respective company including local handling charges etc. complete. (Labour Rate)

Installation , testing and commissioning of the 16 mtr. high mast with the help of suitable eqipments and wiring of luminaires with all wiring material & labour complete as per the the Engineer-Incharge including local handling charges etc. complete. . (Labour Rate)

Installation, Testing and Commissioning of 4mtr high hot dip galvanised octagonal poles with 130mm bottom A/F & 70mm top A/F made up of 3mm thk. HT sheet alongwith base plate of size 200X200X12mm thk. as per the the Engineer-Incharge including local handling charges etc. complete. (Without Bracket).(Bajaj/Hira or equivalent as approved by site engineer) (Labour Rate)

Fixing of 4Nos of M16X450 long 'J' type EN 8 grade foundation bolts along with template etc. complete and as per the the Engineer-Incharge including local handling charges etc. complete. (Labour Rate)

Installation of 7mtr high hot dip galvanised octagonal poles with 130mm bottom A/F & 70mm top A/F made up of 3mm thk. HT sheet alongwith base plate of size 220X220X12mm thk. (Without Bracket) etc. complete including local handling charges etc. complete. (Bajaj/Hira or equivalent as approved by site engineer) (Labour Rate)

Installation, Testing and Commissioning of 4 Nos of M20X600 long 'J' type EN 8 grade foundation bolts along with template etc. complete as approved by engineer-in-charge including local handling charges etc. complete. (Labour Rate)

Installation, Testing and Commissioning of 1mtr long hot dip galvanised Single arm special bracket (Model: Type-5) cross arm made up of GI pipe suitable to mount on pole having top 70mm A/F. Model: Type 5 etc. complete as approved by engineer-in-charge including local handling charges etc. complete. (Labour Rate)

Installation, Testing and Commissioning of LED Street Light of 30 W ENDURACITYLITEPLAT PLUSSL30WLED757SASYBOPC HAVELLS Light Fixture of standerd and approved make and as per approval/direction, specification and warranty period of respective company including local handling charges etc. complete. (Labour Rate)