UPGRADATION / AUGMENTATION OF AB and AC BAY AT INS EKSILA VISAKHAPATNAM

Amount

SCHEDULE "A" PART - I [CIVIL WORKS]

Demolition of Cement Concrete in ground floors and pavings n exec 15 cm thickness (below or above ground level) of concrete complete all as specified and as directed by Engineer-in-Charge.

Removing demolished building materials/debris etc to a distance exc 1.50Km and n.exc 10Km beyond the lead included in the rates including loading and unloading and depositing outside the MD land at GVMC designated places complete all as specified and as directed by Engineer-in-Charge.

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, MS railing 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. Notes :- (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, MS railing 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. Notes:- (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, MS railing 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. Notes:- (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 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. Notes:- (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 mono rail hoist EOT 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. Notes:- (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 Hand operated crane, ISMB 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. Notes:- (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 5 Ton monorail hoist EOT crane, 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 monorail hoist EOT crane, 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. Notes :- (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.

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 new MS railing of suitable size on the top of existing gantry girder with all connected works and design as per the recommendation of OEM, 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 Notes :- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval of Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested full load and 25% 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. (v) The existing girder 'I" section beam and 'c' cap channel to be painted with 2 coats of epoxy painting.

Design, manufacture ,supply, Installation, testing and commissioning 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 new MS railing of suitable size on the top of existing gantry girder with all connected works and design as per the recommendation of OEM, 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 of Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested full load and 25% 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. (v) The existing girder 'I" section beam and 'c' cap channel to be painted with 2 coats of epoxy painting.

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 new MS railing of suitable size on the top of existing gantry girder with all connected works and design as per the recommendation of OEM, 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 Notes:- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval of Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested full load and 25% 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. (v) The existing girder 'I" section beam and 'c' cap channel to be painted with 2 coats of epoxy painting.

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 new MS railing of suitable size on the top of existing gantry girder with all connected works and design as per the recommendation of OEM, 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 Notes :- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval of Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested full load and 25% 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. (v) The existing girder 'I" section beam and 'c' cap channel to be painted with 2 coats of epoxy painting.

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 Notes:- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval of Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested full load and 25% 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 new ISMB with all connected works of suitable size and design as per the recommendation of OEM, 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 Notes:- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval of Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested full load and 25% overload and the deflection shall be as perIS. (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 Monorail hoist EOT 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 new ISMB of suitable size and design with all connected works as per the recommendation of OEM 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 Notes :- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval of Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested full load and 25% 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 hoist EOT 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 new ISMB of suitable size and design with all connected works as per the recommendation of OEM 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 Notes:- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval of Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested full load and 25% 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 Monorail hoist EOTcrane 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 new ISMB of suitable size and design with all connected works as per the recommendation of OEM 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 Notes:- (i) The designs and drawings of the cranes shall be vetted by Indian Institute of Technology (IIT) for approval of Accepting Officer. (ii) The actual span of the crane shall be taken from the site before fabrication. (iii) The cranes shall be tested full load and 25% overload and the deflection shall be as perIS. (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, installation and commissioning of addressable repeater alarm panel for the fire alarm system at security office along with necessary control module and connections all as specified and directed by Engr-in-Charge. Note:- Point wiring with suitable power socket with switch as per panel specification to be included in the quoted rate.

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. The fire detectors and manual call points have to be controlled with fault isolator modules for the line of detectors not greaterthan 30 Nos. The cost has tobe included in the quoted rate.

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

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

Supply & Fix for PVC insulated copper 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 FRLS PVC sheathed with ISI marked complete including all junction boxes, clamping and all mountings required complete all as specified and directed by Engr-in-Charge.

Supply & Fix for PVC insulated copper cable 4 Core 1.5 Sqmm through rigid PVC conduits of size 25/32 mm dia, high conductivity annealed bare electrolytic copper conductor 650/1100V grade, PVC insulated pair twisted & screened, flexible both inner and outer FRLS PVC sheathed with ISI marked complete including all junction boxes, clamping and all mountings required complete all as specified and directed by Engr-in-Charge Note for item Nos. 3.07 & 3.08 : PVC Conduit/HDPE pipe shall be measured and paid separately.

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 bore of tube for protection of UG cables, complete all as specified and directed by Engr-in-Charge.

Removing excavted material n. exc 50m and depositing where directed at a level not exc. 1.50m above starting point complete all as specified and directed.

SUB TOTAL OF SCHEDULE "A" PART - III

SVC PROJECTS PVT. LTD (BID ID -3259406)

Mahamaruti Constructions (BID ID -3259570)

K KUMAR RAJA PROJECTS P LIMITED (BID ID -3259565)

M G Rajeev and Co. (BID ID -3259496)

SRI SURYA PROJECTS (BID ID -3257428)