Military Engineer Services Tender

M&L for 100 mm thick vaccum dewatered concrete flooring using M-20 grade design mix concrete by vaccum processing with use of suction mat and vaccum pump and trowelling the surface with skim floater including sprinkling floor hardner @ 5 kg/sqm over concrete surface while it is green and the surface finished mechanically even and smooth complete all as specified and directed by Engr-in-Charge.

M & L for resin flooring of 5mm thick resin rich epoxy polyurethane flooring with epoxy primer and 3mm high strength epoxy screed over which 2 component pigmented EPU (without aggregate powder) to be laid at 2mm thickness as a topping. Above flooring is to be laid on the existing concrete floor post surface preparation which involves removing of vinyl sheets and the glue beneath it with stiff brushes/ by mechanical means; previously damaged resin flooring patches to be removed completely, minor undulations and concrete patches are to be repaired with fast setting EPU patching compound, floor cracks to be cut opened in V groove and treated with epoxy primer and mortar, construction joints to be opened at 15mm width and required depth and filled with epoxy mortar, anchor grooves (above 10mm x 10mm) made across the floor and at the termination points of floor topping, surface should be subjected to mechanical scarification / grinding followed by cleaning with vacuum cleaner. Epoxy polyurethane flooring to be able to withstand liveloads upto 2 Tons / Sqm complete all as specified and as directed by Engineer-in-Charge. Note: Above flooring to be executed by applicator authorised by manufacturer with necessary quality parameters checklist. Execution should comply with technical data sheets of manufacturer and all necessary controls like moisture checks, drying time, sealer coats etc., to be adhered.

M & L for resin flooring of 5mm thick resin rich epoxy polyurethane flooring with epoxy primer and 3mm high strength epoxy screed over which 2 component pigmented EPU to be laid at 2mm thickness as a topping. Above flooring to be laid on the fresh concrete floor post surface preparation which involves grinding the floor by mechanical means; anchor grooves (above 10mm x 10mm) made across the floor and at the termination points of floor topping, surface should be subjected to mechanical scarification / grinding followed by cleaning with vacuum cleaner. Epoxy polyurethane flooring to be able to withstand liveloads upto 2 Tons / Sqm complete all as specified and as directed by Engineer-in-Charge. Note: Above flooring to be executed by applicator authorised by manufacturer with necessary quality parameters checklist. Execution should comply with technical data sheets of manufacturer and all necessary controls like moisture checks, drying time, sealer coats etc., to be adhered.

SUB TOTAL OF SCHEDULE "A" PART - I

SCHEDULE "A" PART - II [EOT CRANES]

Dismantling and taking down existing EOT crane, old angular bus bars, ISMC with all connected mountings carefully using necessary tools and plants from existing place of capacity 5/1 Ton and handing over to storeyard of user department, complete all as specified and directed by Engr-in-Charge. Note :- (i) Contractor is completely responsible for damage caused to the existing structures, walls, floors etc during the dismantling and to be repaired at his own cost to the satisfaction of Engg-in-Charge (ii) Necessary transportation, mobile crane, trailer etc required will be deemed to be included in quoted rate.

Dismantling and taking down existing EOT crane, old angular bus bars, ISMC with all connected mountings carefully using necessary tools and plants from existing place of capacity 3/1 Ton and handing over to storeyard of user department, complete all as specified and directed by Engr-in-Charge. Note :-Contractor is completely responsible for damage caused to the existing structures, walls, floors etc during the dismantling and to be repaired at his own cost to the satisfaction of Engg-in-Charge (ii) Necessary transportation, mobile crane, trailer etc required will be deemed to be included in quoted rate.

Dismantling and taking down existing EOT crane, old angular bus bars, ISMC with all connected mountings carefully using necessary tools and plants from existing place of capacity 2 Ton and handing over to storeyard of user department, complete all as specified and directed by Engr-in-Charge. Note :-Contractor is completely responsible for damage caused to the existing structures, walls, floors etc during the dismantling and to be repaired at his own cost to the satisfaction of Engg-in-Charge (ii) Necessary transportation, mobile crane, trailer etc required will be deemed to be included in quoted rate.

Dismantling and taking down existing JIB crane, old angular bus bars, column with all connected mountings carefully using necessary tools and plants from existing place of capacity 1 Ton and handing over to storeyard of user department, complete all as specified and directed by Engr-in-Charge. Note :-Contractor is completely responsible for damage caused to the existing structures, walls, floors etc during the dismantling and to be repaired at his own cost to the satisfaction of Engg-in-Charge (ii) Necessary transportation, mobile crane, trailer etc required will be deemed to be included in quoted rate.

Dismantling and taking down existing mono rail crane, old angular bus bars, ISMB with all connected mountings carefully using necessary tools and plants from existing place of capacity 3 Ton and handing over to storeyard of user department , complete all as specified and directed by Engr-in-Charge. Note :-Contractor is completely responsible for damage caused to the existing structures, walls, floors etc during the dismantling and to be repaired at his own cost to the satisfaction of Engg-in-Charge (ii) Necessary transportation, mobile crane, trailer etc required will be deemed to be included in quoted rate.

Dismantling and taking down existing Hand operated crane, ISMC with all connected mountings carefully using necessary tools and plants from existing place of capacity 2 Ton and handing over to storeyard of user department, complete all as specified and directed by Engr-in-Charge. Note :-Contractor is completely responsible for damage caused to the existing structures, walls, floors etc during the dismantling and to be repaired at his own cost to the satisfaction of Engg-in-Charge (ii) Necessary transportation, mobile crane, trailer etc required will be deemed to be included in quoted rate.

Dismantling and taking down existing 5 Ton Hoist EOT, ISMB with all connected mountings carefully using necessary tools and plants and handing over to storeyard of user department , complete all as specified and directed by Engr-in-Charge. Note :-Contractor is completely responsible for damage caused to the existing structures, walls, floors etc during the dismantling and to be repaired at his own cost to the satisfaction of Engg-in-Charge (ii) Necessary transportation, mobile crane, trailer etc required will be deemed to be included in quoted rate.

Dismantling and taking down existing 1 Ton Hoist EOT, ISMC with all connected mountings carefully using necessary tools and plants and handing over to storeyard of user department, complete all as specified and directed by Engr-in-Charge. Note :-Contractor is completely responsible for damage caused to the existing structures, walls, floors etc during the dismantling and to be repaired at his own cost to the satisfaction of Engg-in-Charge (ii) Necessary transportation, mobile crane, trailer etc required will be deemed to be included in quoted rate.

Design, manufacture, supply, installation, testing & commissioning double girder electrically operated OH EOT crane complete with span 22 meter of 5/1 Ton capacity, class-II (M5) indoor duty box type construction with remote control & manual operated pendent push button facility, VVVF Drive for speed control of main and micro motions, including provn of cap channel ISMC 200 on the top of existing gantry girder, including levelling and diagonal alignment etc, suitable brackets, anchor clamps, DSL System (RYBG) of Amps two times of rated capacity of with covered PVC/XLPE insulated copper bus bars,current collectors, necessary service platform with 02 Ladders, suitable brakes for all motions, buffers, limit switches including all safety devices, interlocking system, GI plate earthing with GI strip 32 x 6mm complete with necessary cables and connection from the main control/electric panel including one coat of red oxide paint and two coats of epoxy painting, fixing name plate on both sides and confirming to IS 807/3177/3938 and other relavent IS specifications with C-type hook, civil works following specifications as under complete all as directed by Engineer-in-Charge. (a) Lift hook - 4.5 mtr (b) Long travel - 73 mtr (c) Cross travel - 21 mtr (d) Speed of main hoist - 3 mtr/min (e) creep speed for main hoist - 0.2 m/min (f) Speed of Cross travel - 10mtr/min (g) Speed of long travel - 15mtr/min Note :- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval or Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested for 125% overload and the deflection shall be as per IS. (iv) The contractor has to arrange all the load required for testing, necessary transportation, mobile crane, trailer etc will be deemed to be included in quoted rate

Design, manufacture,supply,Install and testing double girder electrically operated OH EOT crane complete with span 22 meter of 3/1 Ton capacity , class-II (M5) indoor duty box type construction with remote control & manual operated pendent push button facility, VVVF Drive for speed control of main and micro motions, including provn of cap channel ISMC 200 on the top of existing gantry girder, including levelling and diagonal alignment etc, suitable brackets, anchor clamps, DSL System (RYBG) of Amps two times of rated capacity of with covered PVC/XLPE insulated copper bus bars,current collectors, necessary service platform with 02 Ladders, suitable brakes for all motions, buffers, limit switches including all safety devices, interlocking system,GI plate earthing with GI strip 32 x 6mm complete with necessary cables and connection from the main control/electric panel including one coat of red oxide paint and two coats of epoxy painting, fixing name plate on both sides and confirming to IS 807/3177/3938 and other relavent IS specifications with C-type hook, civil works following specifications as under complete all as directed by Engineer-in-Charge. (a) Lift hook - 4.6 mtr (b) Long travel - 73 mtr (c) Cross travel - 21 mtr (d) Speed of main hoist - 3 mtr/min (e) creep speed for main hoist - 0.2 m/min (f) Speed of Cross travel - 10mtr/min (g) Speed of long travel - 15mtr/min Note :- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval or Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested for 125% overload and the deflection shall be as per IS. (iv) The contractor has to arrange all the load required for testing, necessary transportation, mobile crane, trailer etc will be deemed to be included in quoted rate

Design, manufacture, supply, installation, testing & commissioning double girder electrically operated OH EOT crane complete with span 9.5 meter of 2.0 Ton capacity, class-II (M5) indoor duty box type construction with remote control & manual operated pendent push button facility, VVVF Drive for speed control of main and micro motions, including provn of cap channel ISMC 200 on the top of existing gantry girder, including levelling and diagonal alignment etc, suitable brackets, anchor clamps, DSL System (RYBG) of Amps two times of rated capacity of with covered PVC/XLPE insulated copper bus bars,current collectors, necessary service platform with 02 Ladders, suitable brakes for all motions, buffers, limit switches including all safety devices, interlocking system,GI plate earthing with GI strip 32 x 6mm complete with necessary cables and connection from the main control/electric panel including one coat of red oxide paint and two coats of epoxy painting, fixing name plate on both sides and confirming to IS 807/3177/3938 and other relavent IS specifications with C-type hook, civil works following specifications as under complete all as directed by Engineer-in-Charge. (a) Lift hook - 3.5 mtr (b) Long travel - 52 mtr (c) Cross travel - 8.5 mtr (d) Speed of main hoist - 3 mtr/min (e) creep speed for main hoist - 0.2 m/min (f) Speed of Cross travel - 10mtr/min (g) Speed of long travel - 15mtr/min Note :- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval or Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested for 125% overload and the deflection shall be as per IS. (iv) The contractor has to arrange all the load required for testing, necessary transportation, mobile crane, trailer etc will be deemed to be included in quoted rate

Design, manufacture, supply, installation, testing & commissioning double girder electrically operated OH EOT crane complete with span 22 meter of 2.0 Ton capacity, class-II (M5) indoor duty box type construction with remote control & manual operated pendent push button facility, VVVF Drive for speed control of main and micro motions, including provn of cap channel ISMC 200 on the top of existing gantry girder, including levelling and diagonal alignment etc, suitable brackets, anchor clamps, DSL System (RYBG) of Amps two times of rated capacity of with covered PVC/XLPE insulated copper bus bars,current collectors, necessary service platform with 02 Ladders, suitable brakes for all motions, buffers, limit switches including all safety devices, interlocking system,GI plate earthing with GI strip 32 x 6mm complete with necessary cables and connection from the main control/electric panel including one coat of red oxide paint and two coats of epoxy painting, fixing name plate on both sides and confirming to IS 807/3177/3938 and other relavent IS specifications with C-type hook, civil works following specifications as under complete all as directed by Engineer-in-Charge. (a) Lift hook - 4.8 mtr (b) Long travel - 73 mtr (c) Cross travel - 21 mtr (d) Speed of main hoist - 3 mtr/min (e) creep speed for main hoist - 0.2 m/min (f) Speed of Cross travel - 10mtr/min (g) Speed of long travel - 15mtr/min Note :- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval or Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested for 125% overload and the deflection shall be as per IS. (iv) The contractor has to arrange all the load required for testing, necessary transportation, mobile crane, trailer etc will be deemed to be included in quoted rate.

Design, manufacture, supply, installation, testing & commissioning electrically operated Jib crane complete with 1.0 Ton capacity with column, remote control & manual operated pendent facility, VVVF Drive for speed control speed control, including levelling and diagonal alignment etc, suitable brackets, anchor clamps, DSL System (RYBG) of Amps two times of rated capacity of with covered PVC/XLPE insulated copper bus bars,current collectors, suitable brakes for all motions, buffers, limit switches including all safety devices, interlocking system,GI plate earthing with GI strip 32 x 6mm complete with necessary cables and connection from the main control/electric panel, civil work to fix the column with existing foundation including one coat of red oxide paint and two coats of epoxy painting, fixing name plate on both sides with relevant IS specifications with C-type hook, civil works following specifications as under complete all as directed by Engineer-in-Charge. (a) Lift hook - 2.7 mtr (b) Cross travel - 7 mtr (c) Speed of main hoist - 2 mtr/min (e) creep speed for main hoist - 0.2 m/min (e) Speed of Cross travel - 05mtr/min (f) Speed of long travel - 10mtr/min Note :- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval or Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested for 125% overload and the deflection shall be as per IS. (iv) The contractor has to arrange all the load required for testing, necessary transportation, mobile crane, trailer etc will be deemed to be included in quoted rate

Design, manufacture, supply, installation, testing & commissioning double girder hand operated OH HOT crane complete with span 8 meter of 2.0 Ton capacity, class-II (M5) indoor duty box type construction including provn of cap channel ISMC 200 on the top of existing gantry girder, including levelling and diagonal alignment, necessary service platform with 02 Ladders with all necessary safety features including one coat of red oxide paint and two coats of epoxy painting, fixing name plate on both sides and confirming to IS 807/3177/3938 and other relavent IS specifications with C-type hook, civil works following specifications complete all as directed by Engineer-in-Charge. (a) Lift hook - 2.7 mtr (b) Long travel - 45 mtr (c) Cross travel - 7 mtr Note :- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval or Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested for 125% overload and the deflection shall be as per IS. (iv) The contractor has to arrange all the load required for testing, necessary transportation, mobile crane, trailer etc will be deemed to be included in quoted rate

Design, manufacture, supply, installation, testing & commissioning 5.0 Ton capacity Hoist crane, class-II (M5) indoor duty box type construction with remote control & manual operated pendent push button facility, VVVF Drive for speed control of main and micro motions, including provn of beam ISMB as per design with control panel, including levelling and diagonal alignment etc, suitable brackets, anchor clamps, DSL System (RYBG) of Amps two times of rated capacity of with covered PVC/XLPE insulated copper bus bars,current collectors, suitable brakes for all motions, buffers, limit switches including all safety devices, interlocking system, GI plate earthing with GI strip 32 x 6mm complete with necessary cables and connection from the main control/electric panel including one coat of red oxide paint and two coats of epoxy painting, fixing name plate on both sides and confirming to IS 807/3177/3938 and other relavent IS specifications with C-type hook, civil works following specifications complete all as directed by Engineer-in-Charge. (i) Cross travel - 21 mtr (ii) Capacity - 5 Tonne. (iii) Hook Lift - 7.0 Mtr Note :- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval or Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested for 125% overload and the deflection shall be as per IS. (iv) The contractor has to arrange all the load required for testing, necessary transportation, mobile crane, trailer etc will be deemed to be included in quoted rate

Design, manufacture, supply, installation, testing & commissioning 3.0 Ton capacity monorail class-II (M5) indoor duty box type construction with remote control & manual operated pendent push button facility, VVVF Drive for speed control of main and micro motions, including provn of beam ISMB as per design with control panel, including levelling and diagonal alignment etc, suitable brackets, anchor clamps, DSL System (RYBG) of Amps two times of rated capacity of with covered PVC/XLPE insulated copper bus bars,current collectors, suitable brakes for all motions, buffers, limit switches including all safety devices, interlocking system, GI plate earthing with GI strip 32 x 6mm complete with necessary cables and connection from the main control/electric panel including one coat of red oxide paint and two coats of epoxy painting, fixing name plate on both sides and confirming to IS 807/3177/3938 and other relavent IS specifications with C-type hook, civil works following specifications complete all as directed by Engineer-in-Charge. (i) Cross travel - 21 mtr (ii) Capacity - 3 Tonne. (iii) Hook Lift - 7.0 Mtr Note :- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval or Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested for 125% overload and the deflection shall be as per IS. (iv) The contractor has to arrange all the load required for testing, necessary transportation, mobile crane, trailer etc will be deemed to be included in quoted rate

Design, manufacture, supply, installation, testing & commissioning 1.0 Ton capacity Hoist crane class-II (M5) indoor duty box type construction with remote control & manual operated pendent push button facility, VVVF Drive for speed control of main and micro motions, including provn of beam ISMB as per design with control panel, including levelling and diagonal alignment etc, suitable brackets, anchor clamps, DSL System (RYBG) of Amps two times of rated capacity of with covered PVC/XLPE insulated copper bus bars,current collectors, suitable brakes for all motions, buffers, limit switches including all safety devices, interlocking system, GI plate earthing with GI strip 32 x 6mm complete with necessary cables and connection from the main control/electric panel including one coat of red oxide paint and two coats of epoxy painting, fixing name plate on both sides and confirming to IS 807/3177/3938 and other relavent IS specifications with C-type hook following specifications complete all as directed by Engineer-in-Charge. (i) Cross travel - 19 mtr (ii) Capacity - 1.0 Tonne. (iii) Hook Lift - 6.2 Mtr Note :- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval or Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested for 125% overload and the deflection shall be as per IS. (iv) The contractor has to arrange all the load required for testing, necessary transportation, mobile crane, trailer etc will be deemed to be included in quoted rate

SUB TOTAL OF SCHEDULE "A" PART - II

SCHEDULE "A" PART - III [FIRE ALARM AND FIRE DETECTION SYSTEM]

Supply and fixing of Addressable type fire alarm panel : 1-2 Loop formats expandable upto 8 loops, Up to 1000 fire detection zones 200 per panel, True peer-to-peer networking, Supports intelligent/ programmable remote terminals, BMS interface, which consist of backlit display 240 x 64 menu driven graphical LCD IP Gateway and I/O Drivers Autolearn and Loop detection 1000 event log entries, Simplified logic delivers click and go configuration, Approved to EN54 parts 2 and 4, Quick start and protect -A working system after an auto learn is performed , Optional Peripheral expansion card Up to 90-200 devices per loop (protocol dependent), Up to 188,800 devices per network, Networkable up to 200 nodes, Circuit monitoring of local panel circuits, Simple select & Click programming, Single area false alarm management, Single area false alarm management facility. Provision of CMS/ Ad-Net Software- to monitor & control the status of thes FACP from the windows based system - with Visual & Sound alerts for the fire and fault conditions- with Three level multi users access, complete including the following all as specified and directed by Engr-in-Charge. Note :- (a) Supply and installation of 24 volt Fault Torrent Network card with built in diagnostics and is fully monitored for both short and open circuit faults between nodes. (To be installed in fire alarm panel.) (b) The maximum number of network nodes is 200. (c) Point wiring with one power socket with switch of 5 Amps. (d) Supply and installation with suitable 12 Volt batteries. (e) After completion of work, the contractor has to fix the fire alarm layout drawing in colour duly laminated and fix it at the main panel, repeater panel and certains locations as directed by Engr-in-Charge.

Supply and fixing of Fire detection system integration panel to a central monitoring with Ad-net work Softeware and 24 V fault Torrent Network card at security complex through loop network card as master/slave configuration along with graphic software Loop network to be connected through network cable upto security room for central monitoring along with software and server display, complete including the following all as specified and directed by Engr-in-Charge. Note:- (a) Supply and installation with suitable 12 Volt batteries. (b) Point wiring with one power socket with switch of 5 Amps.

M&L for integrating new FACP panel with the existing FACP panel of any type and make to the new repeater panel complete all as specified and directed by Engr-in-Charge. Note:- (a) All the items required for the integration deemed to be included in the quoted rate. (b) The contractor has to visit the site and quote the rate as per the scope of work involved for integration.

Supply and fix detectors complying with and type certified to EN-45 addressable type multisensor detector with heat and smoke combination photoelectric/optical with base with self built intelligence as per IS : 11360, complete all as specified and directed by Engr-in-Charge. Note: Necessary arrangement for fixing sensors at a height of 10m from ground to be provided.

Supply and fixing of addressable electronic sounder cum strobe, complete all as specified and directed by Engr-in-Charge.

Supply and fixing of addressable manual call point resettable type, complete all as specified and directed by Engr-in-Charge.

Supply, installation and commissioning of addressable type open area smoke imaging fire detector comprising of 4 wire system with infrared emitter and receiver in a single housing and four reflector plates 30-100mtrs range equipped with built in automatic compensation -in -built laser light for easy alignment-option for remote indication - three sensitivity threshold of 18%, 30% and 50% to be installed all as specified and directed by Engr-in-Charge.

S & F of 2 core 1.5 Sqmm copper screened cable: 2 Core 1.5 Sqmm, through rigid PVC conduits of size 25 mm dia, high conductivity annealed bare electrolytic copper conductor 650/1100V grade, PVC insulated pair twisted & screened, flexible both inner and outer FR/FRLS PVC sheathed with proper pair identification. 1.2 Standard : As per 1554, part-1 & IS 5831 latest and any other relevent standard, complete including all junction boxes, clamping and all mountings required complete all as specified and directed by Engr-in-Charge.

S & F of 4 core 1.5 Sqmm copper screened cable: 4 Core 1.5 Sqmm, through rigid PVC conduits/HDPE pipe of size 25 mm/32 mm dia laying on wall/trenchses, high conductivity annealed bare electrolytic copper conductor 650/1100V grade, PVC insulated pair twisted & screened, flexible both inner and outer FR/FRLS PVC sheathed with proper pair identification. 1.2 Standard : As per 1554, part-1 & IS 5831 latest and any other relevent standard, complete all as specified and directed by Engr-in-Charge. Note : PVC Conduit/HDPE pipe shall be measured and paid separately.

Supply, installation and commissioning of central monitoring alarm for the fire detection and alarm systems of AC & Non AC Bay buildings at different locations at security point/guard room through GSM - GPRS /TCP-IP (LAN) -Optional along with necessary modification and wiring. and SCADA Softwares with Connectivity through service providers cloud support. Supply of 01 set of Transmitter along with Receiver complete for full functioning of the fire safety, complete all as specified and directed by Engr-in-Charge. Note : (a) Supply, installation of the required software and maintenance of GSM /GPRS system for 01 year after date of completion is deemed to be included in quoted rate.

Supply, Installation and commissioning of graphic software along with PC as server and 40 inch display to central monitoring of fire alarm system, complete all as specified and directed by Engr-in-Charge. Note : For Sl.No 3.01 to 3.10, drawing to be submitted to this office for approval of Accepting Officer prior execution of work.

Supply and fix 25 mm Rigid non-metallic PVC conduit pipe medium grade laid on wall, but inclusive of boxes (junction/ terminal) of all tees, bends, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hooks etc. complete all as specified and directed by Engr-in-Charge.

Supply and fix 32 mm Rigid non-metallic PVC conduit pipe medium grade laid on wall, but inclusive of boxes (junction/ terminal) of all tees, bends, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hooks etc. complete all as specified and directed by Engr-in-Charge.

Supply and lay 32mm High density polyethylene pipes(HDPE) of pressure rating 6kgf/cm2 laid in trenches complete all as specified and directed by Engr-in-Charge.

Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in soft/loose soil, complete all as specified and directed by Engr-in-Charge.

Material and Labour for cutting the bituminous road in the size not exc 0.4 metre x 0.6 metre for laying of UG cables and making good with the existing surfaces with cold mix bituminous after laying the pipe/cable, complete all as specified and directed by Engr-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil, complete all as specified and directed by Engr-in-Charge.

Supply & laying of GI Pipe medium grade 50mm dia for protection of UG cables, complete all as specified and directed by Engr-in-Charge.

SUB TOTAL OF SCHEDULE "A" PART - III

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