RECONSTRUCTION OF N1 N3 JETTY AT VISAKHAPATNAM

Amount

SCHEDULE "A" PART - I [CIVIL WORKS]

Dismantling of stone slab and tiles of any description or any thickness in floors/ aprons/ pavings including cement motar / sand (below or above ground level) complete all as specified and as directed by Engineer-in-charge.

Demolition of reinforced cement concrete of any description as in jetty works like RCC deck slab, diaphragm walls, Beams, Slabs, Monolith super structures, walls etc., above Mean Sea Level (MSL) and RCC drains etc. complete all as specified and as directed by Engineer-in-charge. Note: Cutting / separating of reinforcement paid and measured separately under relevant item

Demolition of reinforced cement concrete of any description as in jetty works like RCC diapharagm walls, Piles, Monoliths structures of EQ-2 to EQ-5 berths etc., below Mean Sea Level (MSL) upto -6.10m level in the first step then the dredging will be done and after complete the dredging work. In the second step all free standing piles will be cut upto the final dreging level complete all as specified and as directed by Engineer-in-charge. Note: Cutting / separating of reinforcement paid and measured separately under relevant item

M&L for Cutting / separating, scraping and cleaning of reinforcement above Mean Sea Level (MSL) complete all as specified and as directed by Engineer-in-charge. Note: Demolition of concrete measured and paid separately under relevant item

M&L for Cutting / separating, scraping and cleaning of reinforcement below Mean Sea Level (MSL) upto derging level complete all as specified and as directed by Engineer-in-charge. Note: Demolition of concrete measured and paid separately under relevant item

M&L for dismantling of existing MS pile liners along with MS angles below 0.00M level (MSL) upto dredging level complete all as specified and as directed by Engineer-in-charge. Notes for item Nos 1.005 and 1.006: These items will be done for the piles of different size and diameter. The Board of Officers will be assigned to ascertain the quantity of reinforcement/ liner for retrieved piles. The quantities will be ascertained from 2 to 3 randam samples of piles of different size. the decision on quantities of B.O.O will be final binding.

Removing demolished building materials/ debris etc (other than soil obtained from earth work) to a distance exc 10.0km and n.exc 15.0km 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. Note: Definition of load shall be as per section 21 of SSR Part-II.

Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by Engineer-in-charge.

Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer-in-charge.

Demolition of reinforced cement concrete of any description and in any position not other wise specifically provided for complete all as specified and as directed by Engineer-in-charge. Note: Cutting / separating of reinforcement paid and measured separately under relevant item

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer-in-charge.

Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and as directed by Engineer-in-charge.

Dismantling framed trusses n.exc. 10.00m span complete all as specified and directed by Engineer-in-charge.

Dismantling asbestos cement corrugated or semi corrugated sheets in roof/wall coverings including ridges etc., complete all as specified and as directed by Engineer-in-charge.

Taking down chowkats or frames exc 1.5 Sq.m. but n.exc 4.0Sq.m. with shutters (without taking off shutters from the frame) complete all as specified and as directed by Engineer-in-charge.

Dismantling timber scantling framed work 40sq.cm and over in section, in any position complete all as specified and as directed by Engineer-in-charge.

Removing of bollards of any description and any capacity and deposited to concerned store within 20 Km radius complete all as specified and as directed by the Engineer-in-charge.

Removing of fenders of any description and any capacity and deposited to concerned store within 20 Km radius complete all as specified and as directed by the Engineer-in-charge.

Removing of mooring rings of any description and any capacity and deposited to concerned store within 20 Km radius complete all as specified and as directed by the Engineer-in-charge.

Surface excavation n. exc. 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge.

Excavation in trenches n. exc. 1.5m wide and n. exc.1.5m in depth for foundations, pile cap, beams, shafts, wells, manholes, pier holes, laying of under ground cables or pipe etc., n exc 10 sq m on plan and getting out in hard/dense soil complete all as specified and as directed by the Engineer-in-Charge.

Excavation over areas n. exc. 1.5m deep for foundations, beams, Pile caps and getting out in hard /dense soil complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No. 1.022 here-in-before but in soft/loose soil complete.

Returning, filling in including, spreading, leveling, watering and well ramming in layers n. exc. 25cm thick complete all as specified and as directed.

Material & labour for drilling or boring for 1200mm nominal dia. bored cast-in-situ piles in marine through any or all types of strata i.e soft/loose soil, stiff clay, gravel, cobble stone, compact moorum, soft conglomerate or loose boulders, disintegrated rock, weathered rocks etc., (except hard rock for socketing depth) upto top of socketing depth/founding depth by adopting suitable method with perennial water and disposal of drilling/bored materials to a distance exc. 10.00 km and n.exc 15.0km and depositing where directed complete all as specified and as directed by Engineer-in-Charge.

All as per Item No.1.025 here-in-before but 1100mm nominal dia piles complete.

All as per Item No.1.025 here-in-before but 1000mm nominal dia piles complete.

All as per Item No.1.025 here-in-before but 800mm nominal dia piles complete.

All as per Item No.1.025 here-in-before but through hard rock for founding depth minimum 1.5D (Where D is dia of pile) in Mtr for 1200mm nominal dia piles complete.

All as per Item No.1.025 here-in-before but through hard rock for founding depth minimum 2D (Where D is dia of pile) in Mtr for 1100mm nominal dia piles complete.

All as per Item No.1.025 here-in-before but through hard rock for founding depth minimum 1.5D (Where D is dia of pile) in Mtr for 1000mm nominal dia piles complete.

All as per Item No.1.025 here-in-before but through hard rock for founding depth minimum 1.5D (Where D is dia of pile) in Mtr for 800mm nominal dia piles complete.

All as per Item No.1.025 here-in-before but 1000mm nominal dia piles in land complete.

All as per Item No.1.033 here-in-before but through hard rock for founding depth minimum 2D (Where D is dia of pile) in Mtr for 1000mm nominal dia piles complete.

Notes for Item Nos. 1.025 to 1.034:- (i) The depth of boring for piles shall be measured from existing ground/sea bed level/river bed top (as per soundings/reduced levels taken at the commencement of work) to the approved founding level. (ii) It shall be ensured that the waste bentonite slurry/ drilled or bored material is pumped off from the premises to locations shown by GE to contractor at his own cost. The distance mentioned in description of item shall be the shortest distance from the centre of the building. (iii) All channels/tanks made for bentonite circulations shall be filled with approved moorum obtained by contractor at his cost after clearing all bentonite cakes. (iv) The contractor may use any approved method as approved by GE for boring without any extra cost to the Govt. The rates for boring of piles shall be inclusive of any method/ casing that may be used by the contractor for bored piles. Nothing extra shall be paid. (v) For the purpose of payment of boring/drilling, description of hard rock shall be as given in particular specification. (vi) The rate quoted by the contractor shall be inclusive of the rates for the shifting and setting up of piling rig as many times as required. Notes for Item Nos. 1.025 and 1.032 only: (i) The rate quoted by the contractor shall be inclusive of mobilisation/ demobilisation of suitable gantry/access with all connected facilities required for execution of piling work / completion of the work in sea bodies as per Schedule "A" note. 31 (ii) Before boring, actual sea bed shall be taken i.e before dredging to find out the actual sea bed level.

Supply, Fabricate and fixing of 12mm thick sheet piles, grade E-350 connecting to the touch pile liner as per manufacturer instruction upto (-) 12.00m CD depth site work shape as per drawing complete all as specified and as directed by Engineer-in-Charge.

Carrying out initial load tests on test piles in marine as per standard procedure laid down in IS-2911 by static load test method with compressive strength in sea water condition including compressive strength including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc. as specified and as directed by GE and submission of reports for 2.5 times of the design load (design load is 830ton) in non-working areas in the vicinity of jetty site, including the cost of new piles for 1200mm dia with specification as same as working pile with minimum depth of socketing into the hard rock 1.5D (Where D is dia of pile) Mtr depth complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No.1.036 here-in-before but 1100mm nominal dia for a test load of 1685ton including the cost of new pile with specification as same as working pile with minimum depth of socketing into the hard rock 2D (Where D is dia of pile) Mtr depth complete.

All as per Item No.1.036 here-in-before but 1000mm nominal dia for 2.5 times of the design load (design load is 560ton) complete.

All as per Item No.1.036 here-in-before but 800mm nominal dia for 2.5 times of the design load (design load is 420ton) complete.

All as per Item No.1.036 here-in-before but 1000mm nominal dia for a test load of 1067.5ton in land including the cost of new pile with specification as same as working pile with minimum depth of socketing into the hard rock 2D (Where D is dia of pile) Mtr depth complete.

Carrying out routine load test (working pile) in marine as per standard procedure by high strain dynamic load as per ASTM D-4945-08 with compressive strength in sea water condition including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc and submission of reports for 1200mm dia Piles for 1.5 times of the design load (design load is 830ton) complete all as specified and as directed by Engineer-In-Charge.

All as per Item No.1.041 here-in-before but 1100mm nominal dia for a test load of 1010ton complete.

All as per Item No.1.041 here-in-before but 1000mm nominal dia for 1.5 times of the design load (design load is 560ton) complete.

All as per Item No.1.041 here-in-before but 800mm nominal dia for 1.5 times of the design load (design load is 420ton) complete. Note for item No. 1.041 to 1.044:- Test shall be carried out in presence of both AGE(B/R) and GE only after due approval is obtained by the contractor wrt the methodology in accordance with established ASTM standards from Design section.

Removal of excavated material to a distance exc. 10.0 Km but n. exc. 15.0 Km and depositing where directed complete all as specified and as directed by the Engineer-in-Charge. Notes:- (i) Tenderer shall obtain sanction from GVMC for designated places before quoting the tender. If designated place may be varied during execution, no claim shall be entertained on this account. (ii) Approval if any to be obtained from GVMC for dumping the excavated material at GVMC designated places, the same shall be obtained by the contractor. Nothing extra shall be paid on this ground.

M&L for Sand filling in floors or pavings or in foundations laid in layers n.exc. 15cm thick spread, leveled and rammed including watering complete all as specified and as directed by Engineer-in-Charge.

M&L for moorum/red bajri filling under floors or pavings or in foundations, brought from outside MD land laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.

M&L for hardcore of gauge n. exc. 63 mm, deposited, spread and leveled in layers n. exc. 15cm thick, watered and rammed to a true surface using broken granite stone complete all as specified and as directed by Engineer-in-charge.

M&L for PCC 1:4:8 type D2 (using 40mm graded Granite stone aggregate) as in foundation, filling, mass concrete and underneath pile caps, suspended flooring/slab, beams, plinth protection, surface channels, drains etc. complete all as specified and as directed by the Engineer-in-Charge.

M&L for Providing, cement concrete (1:3:6) type C1 (using 20mm graded granite stone aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs, surface channel benching/ haunching and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by Engineer-in-charge.

Material and labour for providing precast cement concrete (RCC) 1:2:4 type B1 (using 20mm graded granite stone aggregate) in cover slabs for manholes/drains, chullah hoods, chajjas, water troughs, mangers, shelves, baffle wall and similar articles set in CM 1:4 with plain fair faces, including necessary formwork etc., complete all as specified and as directed by Engineer-in-Charge. Note: Reinforcement shall be measured and paid separately under respective item of schedule 'A'

M&L for providing precast cement concrete 1:2:4 type B0 using 12.5mm graded granite stone aggregate as in louvers/ jallies 50mm thick (measured solid) including all moulding set in CM 1:4 complete all as specified and as directed by Engineer-In -Charge.

M&L for reinforced cement concrete of grade M-30 (Design mix using 20mm graded granite stone aggregate) using ready mix concrete including supply and mixing of admixtures, as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, pile caps, suspended floor beams & slabs, plinth protection, basement slabs, under-reamed piles etc. using Portland slag cement and handling, conveyance, errection with alignment in true position complete all as specified and as directed by the Engineer-in-Charge.

All as per item No.1.054 here-in-before but as in columns, Pillars, piers, vertical bands, posts and struts etc complete.

All as per item No.1.054 here-in-before but as in floor beams, roof beams, cantilevers, bressumers, middle beams, lintels over 1.5m span and lintel bands etc complete.

Notes for item Nos. 1.054 to 1.056: (i) Minimum cement content shall be 300 Kg/Cu.m. of concrete using Portland slag cement with minimum slag content of 50% (fifty percent) for items covered under these items. (ii) Design mix shall be as per IS-456-2000. Maximum size of aggregate shall not exceed 20 mm and slump shall be 50mm to 100mm and maximum water cement ratio 0.4. (iii) Unit rate shall be deemed to include for interalia for preliminary design mix and works test cubes. (iv) Reinforcement shall be measured and paid for separately. (v) In case at the time of mix design cement content is increased beyond minimum content given above, no extra payment will be made. (vi) Standard manufactured cover blocks as per IS should be used, Site cast cover blocks shall not be used

M&L for reinforced cement concrete (Ready mix concrete) by design mix M-40 grade (Using 20mm graded granite stone aggregate) as in bore holes using Portland slag cement and admixture conplast SP-432 A2/ AURAMIX 401 or equivalent for piles in tremie method in land including necessary dewatering, formwork, concrete mixed in RMC plant, transporting, placing, compacting, vibrating etc., complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No.1.057 here-in-before but in marine

M&L for reinforced cement concrete pre cast pile muffs of grade M-40 (Design mix using 20mm graded stone aggregate) using ready mix concrete including supply and mixing of admixtures, includes the feeding, mixing, formwork, shifting and placing of pre cast units loading of material from stack yard and shifting to location, errection with alignment in true position complete all as specified and directed by the Engineer-in-Charge.

M&L for reinforced cement concrete of grade M-40 (Design mix using 20mm graded granite stone aggregate) using ready mix concrete including supply and mixing of admixtures, as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, pile caps, suspended floor beams & slabs, plinth protection, basement slabs, jetty items (beams, slabs, stair case, columns & walls) under-reamed piles etc. using Portland slag cement and handling, conveyance, errection with alignment in true position complete all as specified and as directed by the Engineer-in-Charge.

All as per item No.1.060 here-in-before but slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, duct slab and in shelves and the like complete.

All as per item No.1.060 here-in-before but as in columns, Pillars, piers, vertical bands, posts and struts etc complete.

All as per item No.1.060 here-in-before but as in floor beams, roof beams, cantilevers, bressumers, middle beams, lintels over 1.5m span and lintel bands etc complete.

All as per item No.1.060 here-in-before but as in stair

All as per item No. 1.060 here-in-before but fins, fascias, louvres, parapets, and railings exc. 60cm in height, newels, balustrade, wall and the like complete.

All as per item No. 1.060 here-in-before but in chajjas and similar works complete.

M&L for reinforced cement concrete of grade M-40 (Design mix using 20mm graded stone aggregate) using ready mix concrete including supply and mixing of admixtures as in wearing coat over deck slab and finshed with power trowelled complete all as specified and directed by the Engineer-in-Charge.

Notes for item Nos. 1.059 to 1.067: (i) Minimum cement content shall be 400 Kg/Cu.m. of concrete for pile caps, suspended floor beams, slabs and footings, platform (Covered under item No.1.059, 1.060 & 1.067) and cement content shall be 360 Kg/Cu.m. of concrete for M-40 using Portland slag cement with minimum slag content of 50% (fifty percent) for items covered under item Nos. 1.061 to 1.066. (ii) Design mix shall be as per IS-456-2000. Maximum size of aggregate shall not exceed 20 mm and slump shall be 50mm to 100mm and maximum water cement ratio 0.4. (iii) Unit rate shall be deemed to include for interalia for preliminary design mix and works test cubes. (iv) Reinforcement shall be measured and paid for separately. (v) In case at the time of mix design cement content is increased beyond minimum content given above, no extra payment will be made. (vi) Standard manufactured cover blocks as per IS should be used, Site cast cover blocks shall not be used

Chipping of laitance concrete in piles above cut off level upto a maximum of 1m from cut of level and disposal to distance of exc. 10.0Km but n. exc. 15Km and depositing where directed.

M&L for brick work using fly ash bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M&L for Use and waste steel formwork to sides of concrete foundations, pile caps, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for rough finished surfaces of concrete in land complete all as specified and as directed by Engineer-in-Charge.

All as per Item No.1.070 here-in-before but in marine

M&L for Use and waste steel formwork to sides, faces of vertical walls, water tanks, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter and the like for fair finished surfaces of concrete in land complete all as specified and as directed by the Engineer-in-Charge

All as per Item No.1.072 here-in-before but in marine

All as per item No.1.072 here-in-before but to soffits of suspended slabs such as roof slabs, floor slabs, waist slabs, landings and similar work exceeding 200mm thick (horizontal or sloping) in marine and props which are support from sea bed level complete.

All as per item No.1.072 here-in-before but to soffits of suspended slabs such as roof slabs, floor slabs, waist slabs, landings and similar work not exceeding 200mm thick (horizontal or sloping) in land complete.

All as per item No.1.072 here-in-before but to sides and soffits of floor or roof beams, cantilevers, bressumers, lintel beams, RCC bands, girders etc in land complete.

All as per Item No.1.076 here-in-before but in marine as in jetty beams

All as per item No.1.072 here-in-before but to stair cases with slopping or stepped soffits including risers and stingers (excluding landing) flat etc complete.

All as per Item No.1.078 here-in-before but in marine

All as per item No.1.072 here-in-before but to sides of pillars, posts, struts, columns and the like complete.

All as per Item No.1.080 here-in-before but in marine Notes for item No. 1.071, 1.073, 1.074, 1.077, 1.079 & 1.081:- (i) While quoting this items, contractor keeping in mind the methodology that will be followed by him during execution keeping the structuraral safety, feasability and good engineering construction practices in vogue in the marine works. (ii) The shuttering used in marine can be sacrificial in some places. Contractor shall include this aspect in his rates while quoting his rates

All as per item No.1.072 here-in-before but to sides and soffits of chajjas including supports overhangs etc. and splays between floor and beam, chullah hoods, RCC gutter, catwalks, through etc complete.

M&L for Use and waste steel form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, opening in concrete walls, floors and roofs etc. exc. 10cm but n. exc. 20cm wide for fair finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.

S&F 200mm long aluminium, anodised barrel tower bolts of extruded section complete all as specified and as directed by Engineer-in-charge.

S&F Double action floor spring hydraulically regulated made up of min 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed complete all as specified and directed by Engineer-in-charge.

S&F 16mm dia 250 mm long aluminium alloy, anodised sliding door bolt with hasp, staple and fixing clips of sheet, cast or extruded section and fixing bolts and sliding bolts of extruded section and fixed complete all as specified and as directed by Engineer-in-charge.

S&F Hasp and staple, safety type, brass with mild steel hinge pin including bolt to hinge plate and fixed with screws of 150mm long complete all as specified and as directed by Engineer-in-charge.

S&F 100mm size butt hinges, extruded aluminium alloy with galvanised mild steel pin, anodized and fixed, type B-21 complete all as specified and as directed.

All as per item No.1.088 here-in-before but 75mm size complete.

S&F for 125mm long Extruded aluminium alloy handles, fabricated type, anodised complete all as specified and as directed by Engineer-in-charge.

All as per item No.1.090 here-in-before but 75mm size complete.

S&F for interlocking handles for aluminium sliding windows complete all as specified and directed by Engineer-in-charge.

S&F brass mortice locks, vertical type 100mm size 4 levers complete all as specified and as directed by Engineer-in-Charge.

S&F floor door stopper with rubber shoe 150mm long of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed complete all as specified and as directed by Engineer-in-charge.

M&L for reinforcement in any situation using Corrosion resistant TMT steel bars of grade Fe-500D, 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia. or securing with clips complete all as specified and as directed by the Engineer-in-Charge.

All as per item No. 1.095 here-in-before 6mm dia and upto 8mm dia bars complete.

All as per item No. 1.095 here-in-before but 5mm dia. and over upto and including 12mm dia. as in stirrups, spacers and binders complete. Note for Item Nos. 1.095 to 1.097:- The lap length of reinforcement will be measured and paid under relavent items as per SSR/ IS

M&L for providing and installing MS liner for bored cast-in-situ concrete piles with necessary stiffeners , driving shoe with continuous welding including cutting, bending welding etc. confirming to Gde E-250 Quality B all as specified and as directed by the Engineer-in-Charge. Notes:- (i) Rate shall be inclusive of cutting the liner at cut off level. The rate is deemed to include for cutting, removal and salvage value of the material so obtained. (ii) MS liner shall be driven upto refusal level/rock touch level, the occurrence of refusal level will be decided by GE at site based on visual inspection of bailer samples from pile bore hole, past experience and laboratory test result. The decision of GE in this regard will be final and binding. (iii) MS liner will be measured and paid up to the cut off level only of pile. Additional MS liner if used for convenience of construction shall be included in the rates quoted. Nothing extra shall be paid separately on this account.

S&F aluminium powder coated frame for doors, partitions, windows and ventilators with one or more rebates of extruded built up standard tubular and other section of approved make according to IS 1868 (Thickness of powder coating not less than 50 micron).) fixed with rawal plugs, aluminium anodised screws or fixing with clamps or with expansion hold fasteners including necessary filling up of gaps of junctions at top and bottom and sides with required PVC/neoprene felt etc. Aluminium sections should be smooth, rust free, straight mitred and jointed mechanically wherever required including cleat angle, PVC/Neoprene gasket for glazing, paneling, aluminium anodised screws etc. complete all as specified and as directed by the Engineer-in-Charge.

S&F powder coated aluminium door shutters, sections weight not less than 0.55 kg/m including necessary joining cleats, glazing clips, rubber neoprene packing and powder coated aluminium snap beading screws (thickness of powder coating not less than 50 micron) as per architectural drawings complete all as specified and as directed by the Engineer-in-Charge. Note:- Only aluminium shutter for the doors shall be measured in sqm. All the aluminium fittings/fixtures such as butt hinges, tower bolts, handles etc, Pre-laminated particle board and sheet glass shall be measured and paid separately under relevant items

S&F powder coated aluminium sliding/side hung type window/ ventilator shutters without sash bars, section weighing not less than 0.55 Kg/RM with extruded built up standard tubular and other sections of approved make according to IS (thickness of powder coating not less than 50 micron) including necessary glazing clips weighing not less than 0.124 Kg/RM for fixing sheet glass anodised aluminium fitting/fixture such as required number of rollers of suitable size, interlocking cleats/plates etc as required for fixing window shutters as per architectural drawings complete all as specified and as directed by the Engineer-in-Charge. Note:- Only aluminium shutter for the windows/ ventilators shall be measured in sqm. Sheet glass and hard ware such as butt hinges, tower bolts, handles etc, shall be measured and paid separately under relevant items

S&F aluminium powder coated decorative grill for windows and ventilator with one or more rebates including jointing cleats/beading 'U' or 'H' channel for fixing etc. complete all as specified and as directed by the Engineer-in-Charge.

S&F MS sections for Angles, chaneels etc and connecting items as in cable duct steel tubing for strucural work including welding,drilling confirming to Gde Fe-290W (Grade E-165 Quality A) complete all as specified and directed.

M&L for Mild steel plates plain or chequered of any thickness cut to size, rolled to required shape as in cable duct cover etc., and placed in postion including welding attachment confirming to Gde Fe-410-W (Grade E-250 Quality B) complete all as specified and as directed.

S&F Compound girders and stanchions, lattice girders, aerial masts, staging for water tanks and the like including caps, bases, splices etc. built up from two or more beam or channel sections or angles with plates conforming to Gde Fe-410W (Grade E-250 Quality A) including all lattice bars, stiffeners, gusset plates, etc complete all as specified and as directed by the Engineer-in-Charge.

S&F Rolled mild steel framed stairs including stringers, treads, landings, balusters, hand rails etc including cleats brackets etc, plate girder or single stanchion built up to one beam or channel section with flange plates cap bases, splices, angled brackets cleats and other Fe-410-W (Gde E-250 Quality A) complete all as specified and directed by the Engineer-in-Charge.

S&F mild steel bands, straps, holdfasts, plain angle cleats for securing purlins etc Fe-410-W (Gde E-250 Quality A) complete all as specified and directed by the Engineer-in-Charge.

Supply and fix for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing Gde E-165 (Fe-290) complete all as specified and directed.

Supply, fabricating & fixing of Crane rail, grade CR 100 fixed to base plates with nut & bolts as per drawing complete all as specified and as directed by the Engineer-in-Charge.

Supply & fixing of welded steel wire fabric of size 25x40mm n.exc 4Kg/Sqm complete all as specified and as directed by the Engineer-in-Charge.

M&L for Mild steel screw bolts 5 to 10mm dia of neck (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with 3mm thick washers and one hexagonal or square nut, exc 5.0cm and n exc 10.0cm long bolt complete all as specified and directed by the Engineer-in-Charge.

M&L Steel rolling shutters, gear operated type with ball bearing with bevel gear box and crank handle, as specified including top cover, anchoring rod, hasp and staple, 1.25 mm laths, guide channels and one shop coat of primer including erected in position complete all as specified and as directed by Engineer-in-charge.

M&L Safety lever locks mild steel with 4 levers for rolling shutters complete all as specified and as directed by the Engineer-in-Charge.

S&F 12mm thick pre-laminated particle board, interior grade, pre-laminated on both sides with decorative choice lamination and fixed in aluminium partitions, doors shutters etc, with aluminium glazing clips complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terrace etc., consisting of following sequences of operations on RCC surfaces; a) Roof slab shall be cleaned thoroughly and apply cement slurry @3 kg/sqm b) applying a cement plaster of 10 mm thickness in CM 1:4 mixed with water proofing compound finished smooth. c) Clean the surfaces thoroughly and apply a coat of hot blown bitumen of grade 85/25 @1.2 kg/sqm over bitumen primer @ 0.5 kg/ sqm. d) Polymeric water proofing (Actatic poly propelene) membrane 3 kg/ Sqm and minimum 3mm thick reinforced with polyester non woven fabric (non woven fabric wt. not less than 150 gms/sqm) shall be laid over the entire surfaces. e) A coat of hot blown bitumen of grade 85/25 @1.20 Kg /sqm shall be applied over water proofing membrane and finally it shall be finished with a coat of bituminous aluminium paint @ 0.1 kg/sqm complete all as specified and as directed by Engineer-In -Charge. Note:- WPC will be measured and paid separately

M&L for 100mm thick PCC 1:2:4 type B2 (using 40mm graded granite stone aggregate) as in sub base including necessary form work complete all as specified and as directed by the Engineer-in-Charge.

M&L for 150mm thick PCC 1:1½:3 type A1 (using 20mm graded granite stone aggregate) as in sub base including necessary form work complete all as specified and as directed by the Engineer-in-Charge.

M&L for 75mm thick plain cement concrete 1:3:6 type C1 (using 20mm graded hard granite stone aggregate) as in plinth protection, finished even and fair without using extra cement including making construction joints @ 3 mtres interval and joint filled with sealing compound complete all as specified and as directed by the Engineer-in-Charge.

M&L for 40mm thick plain cement concrete 1:2:4 type B1 (using 20mm graded granite stone aggregate) as in floor, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L for 40mm thick plain cement concrete 1:2:4 type B1 (using 20mm graded granite stone aggregate) as in floor, finished even and smooth without using extra cement and making impression of expanded metal complete all as specified and as directed by the Engineer-in-Charge.

M&L for Machine pressed pre cast concrete interlocking paver block any size and shape conforming to IS-15658-2006 of 60 mm thick of concrete M-35 with grey cement and pigment complete all as specified and as directed by the Engineer-in-Charge.

M & L for 3mm thick aluminium dividing strip of 38mm wide inserted in position in floor/ ramp complete all as specified and as directed.

M&L for rendering 5mm thick in CM 1:3 as on vertical fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed.

M&L for rendering 5mm thick in CM 1:3 as in ceiling surfaces, finished even and smooth without using extra cement complete all as specified and as directed.

M&L for rendering 10mm thick on fair faces of brick work or concrete surfaces of walls in CM 1:6 finished even and smooth without using extra cement complete all as specified and as directed.

M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:6 finished even and smooth without using extra cement complete all as specified and as directed by Engineer-In -Charge.

M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth without using extra cement complete all as specified and as directed by Engineer-In -Charge.

M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in two layers. 10mm thick in cement mortar 1:4 followed by 5mm thick plaster in cement mortar 1:4 mixed with water proofing compound as per manufacturer's instructions and finish the surface even and smooth without using extra cement complete all as specified and as directed. Note: Supply of WPC will be measured and paid for separately.

Supply only Integral Water Proofing Compound.

M&L for preparation of surfaces and applying three coats of white wash on newly plastered surfaces of walls/verticle surfaces complete all as specified and as directed by Engineer-in-Charge.

M&L for preparation of surfaces and applying three coats of white wash on newly plastered surfaces of ceilings complete as specified and as directed by Engineer-in-Charge.

M&L for applying two coats of oil bound/acrylic distemper paint over a coat of alkali resistant primer on walls including preparation of newly plastered surfaces complete all as specified as directed by the Engineer-in-charge.

M&L for preparing newly plastered surfaces of walls and applying two coats of cement based paint over one coat of primer complete all as specified and as directed by the Engineer-in-charge.

M&L for preparation of newly plastered surfaces of walls and applying two coats of exterior emulsion weather proof paint with anti fungal properties over a coat of primer all as per manufacturer's instructions complete all as specified and as directed by Engineer-in-charge.

Supply and fixing 5.5/6mm thick sheet glass of ordinary quality with frosted on one side of approved brand and shade fixed in position with and including PVC/Neoprene gasket for glazing, glazing clips in doors, windows, partitions in squares not exc 0.50 Sqm in each pane etc. complete all as specified and as directed by Engineer-in-charge.

All as per item No. 1.135 above but exc. 0.5 Sq.m. each pane complete.

S&F figured glass 4mm thick, pinhead type of approved brand and shade fixed in position with and including PVC/Neoprene gasket for glazing, glazing clips in ventilators in squares n. exc. 0.5 sq. m each pane complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of new or previously untreated surfaces of concrete of any description, not otherwise described, over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of new or previously untreated surfaces of steel or steel based surfaces of any description, not otherwise described, over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of new or previously untreated surfaces of steel or steel based surfaces of any description, not otherwise described, over 10 cm in width or girth and applying two coats of epoxy paint, each coat shall be 150 microns over a coat of primer complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of sheet pile surfaces on both sides and applying two coats of anti corrosive bituminastic paint, each coat shall be 150 microns over a coat of primer as per manufacturer instructions. Paiting of sheet piles shall be done above LLWL surface complete all as specified and as directed by Engineer-in-charge.

M&L for appication of protective coating to external concrete surfaces above water level. The concrete surface shall be cleaned with using high jet wash and allow it to dry. The surface shall be finished with polymer modified mortar in case of any pin hole / slip for shuttering holes etc. The patch prepared portion shall be cured with membrane curing NITOBOND AR of fosroc or its equivalent by spraying method. After 24 hours of membrane curing. The Siliane/ Silxone primer/ DEKGUARD Primer shall be sprayed over the repaired as well as the non repaired locations at a dosage of 0.3 to 0.40 Litres/ Sqm by using the airless nozzle gun. Primer applied to the repaired and non repaired locations shall be sprayed with single component aliphatic acrylate UV resistant protective and decorative coating DEKGUARD-S of fosroc or its equivalent in two coats and each coat shall be 150 microns DFT complete all as specified and as directed by Engineer-in-charge.

M&L for Forming 40 mm thick Expansion joints filled with preformed bituminous filler and top 30 mm primed and sealed with sealing compound Grade 'A' for 100mm thick in concrete slab/ column/ beam complete all as specified and directed Engineer-in-Charge.

Supply and fixing in position of Cast iron Bollard, 75ton capacity with necessary cutting including concrete chipping, drilling, grouting, welding with deck reinforcement steel and necessary coal tar painting (wherever required) as per manufacturers specifications suitable to marine works (jetty) complete all as specified and directed Engineer-in-Charge.

All as per Item No 1.144 here-in-above10 ton capacity complete.

Supply and fixing in position of Pneumatic fender of size 2.5m dia X 5.5m long with chain tyre net assembly of 0.5kg/cm2 internal pressure as per manufacturers specifications suitable to marine works (jetty) complete all as specified and directed Engineer-in-Charge.

Supply and fixing in position of stainless steel mooring rings of 32mm dia on both land side and sea sides per drawing complete all as specified and directed Engineer-in-Charge.

Supply and fixing in position of tyre fender as per manufacturers specifications suitable to marine works (jetty) complete all as specified and directed Engineer-in-Charge. Notes for item Nos. 1.144 to 1.148:The detailed drawings / fixing arrangements will be proveided by the manufacturers and contractor will get these drawings approved by the DGNP/ users. "Deflection reaction diagram" should also be provided along with drawings whichever required.

S&F Stainless steel pipe ladder/railing to be fixed to structure as per drawing complete all as directed by Engineer-in-Charge.

SUB TOTAL OF SCHEDULE "A" Part - I

SCHEDULE "A" PART - II [DREDGING]

Dredging in all types of soil including over burden, dense to very dense clay , silt, sand, gravel, soil mixed with gravel moorum, shells pebbles, cobbles, removal of surface boulders up to(-) 13.0m.with suitable dredgers and equipment to the required lines, levels and slopes including removal and transportation of dredged materials and dumping the same in the designated off shore dumping areas as shown and as directed by Eng- in - Charge.

Notes: (i) Minimum equipment is as under:- (a) 02 Nos of min 400cum capacity self propelled/ split hopper dumb barges with necessary towing tugs (b) 02 Nos Grab units/ backhoe or suitable equipment (c) 02 Nos Boat with advance survey equipment with Hypack software (d) Any other suitable supporting equipments required for execution of work. (ii) If any high end equipment used for early completion, nothing extra paid on this ground (iii) The unit rate shall include mobilization and demobilization of plant equipment surveys during progress of work, rail dragging of the dredged areas to the specified levels after completion of dredging, operation and maintenance all plants and equipments and crafts manpower, and labour charges, cost of materials, fuel and taxes, insurance etc., as required and directed by Engr-in-Charge.

SUB TOTAL OF SCHEDULE "A" Part - II

SCHEDULE "A" PART - III [INTERNAL ELECTRIFICATION]

Taking down serviceable/ unserviceable copper or aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets etc and deposited to concerned store holder within 20 Km radius complete all as specified and directed by Engineer-in-Charge.

Taking down serviceable/ unserviceable ceiling/ Exhaust/ wall mounted fan and deposited to concerned store holder within 20 Km radius complete all as specified and directed by Engineer-in-Charge.

Taking down serviceable/ unserviceable tube light fitting/ fixture of any size/ any type/ any capacity and deposited to concerned store holder within 20 Km radius complete all as specified and directed by Engineer-in-Charge.

Dismantling and taking down old main switch/ DB's of various capacity from existing location and deposited to concerned store holder within 20 Km radius compllete all as specified and directed by Engineer-in-Charge.

Taking down serviceable/ unserviceable submain wiring of coppper/ aluminium and any sizes with all accessories and deposited to concerned store holder within 20 Km radius complete all as specified and directed by Engineer-in-Charge.

M & L for point wiring with 1.5 Sq.mm. (nominal cross sectional area) FRLS PVC insulated unsheathed cable with copper conductor, single core multi stranded 1100 V grade confirming to IS 694: 1977 drawn in rigid PVC conduit concealed including provision of 20mm bore rigid PVC conduit, medium grade as per IS 9537 (Part 1-1983) with conduit accessories, provision of junction boxes, tees including one run of 1.5 Sq.mm. single core FRLS PVC unsheathed cable with multi stranded copper conductor as earth continuity conductor and connected to common earth dolly for one light/bell/fan/exhaust fan/wall mounted fan controlled by one way switch complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No 3.06 here-in-above but controlled by two way switches complete.

All as per item No 3.06 here-in-before but with 2.5 Sqmm copper conductor and 2.5 Sqmm cable as earth continuity conductor for 5 Amps independent switch socket point complete.

All as per item No 3.06 here-in-before but with 4.0 Sqmm copper conductor and 4.0 Sqmm cable as earth continuity conductor for 15 Amps independent switch socket point complete.

S&F modular white cover plate with frame 1 module complete all as specified and as directed by Engineer-in-Charge.

S&F modular white cover plate with frame 3 module complete all as specified and as directed by Engineer-in-Charge.

S&F modular white cover plate with frame 6 module complete all as specified and as directed by Engineer-in-Charge.

S&F modular metal flush box 1 module complete all as specified and as directed by Engineer-in-Charge.

S&F modular metal flush box 3 module complete all as specified and as directed by Engineer-in-Charge.

S&F modular metal flush box 6 module complete all as specified and as directed by Engineer-in-Charge.

M & L for fixing of modular switch, 1 module, single pole one way 5/6 Amps complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No 3.16 here-in-above but two way modular switch complete.

M & L for fixing of modular switch socket combination, 3 module, 15/16Amps on independent board complete all as specified and as directed by the Engineer-in-Charge.

M & L for fixing of modular switch socket combination, 3 module, 5/6Amps on independent board complete all as specified and as directed by the Engineer-in-Charge.

M & L for sheet metal enclosure for vertical DB TPN when MCB's to be used TPN 12 way DB Double door suitable for 415 volts, 125A MCCB, 36kA as incomming breaking capacity complete all as specified and as directed by the Engineer-in-Charge.

M & L for sheet metal enclosure for DB's when MCB's to be used SPN 8 way DB Double door suitable for 240 volts complete all as specified and as directed by the Engineer-in-Charge.

M & L for Ceiling rose surface bakelite 65 x 50 mm having two to three terminals complete all as specified and as directed by the Engineer-in-Charge.

M & L for circuit/ sub main wiring with two runs of 2.5 Sqmm (nominal cross section area) PVC FRLS insulated unsheathed cable with copper conductor, single core multi stranded 1100 V along with one run of 2.5 Sqmm PVC FRLS insulated unsheathed cable with copper conductor, single core multi stranded as earth continuity conductor through and including 25mm bore rigid PVC conduit as per IS-9537 (Part-I:1983) and accessories medium grade complete all as specified and as directed by the Engineer-in-Charge.

All as per item No 3.23 here-in-before but two runs of 4.0 sqmm phase wire and one run of 4.0 sqmm as earth wire through and including 32mm bore rigid PVC conduit complete. Note for item no 3.23 and 3.24 : Two runs of cable as specified of phase wire, one run of earth wire and one run of conduit shall be measured as one unit.

All as per item No 3.23 here-in-before but four runs of 6.0 sqmm phase wire and one run of 6.0 sqmm as earth wire complete. Note: Four runs of cable as specified of phase wire, one run of earth wire and one run of conduit shall be measured as one unit.

M & L for earthing complete with galvanised steel earth plate electrode 60cm X 60cm X 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to galvanised earth lead 4mm GI wire by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No.3 of SSR Part-I including excavation/earth work in any strata, adequate quantity of charcoal and common salt, PCC 1:3:6 type C1 chamber with RCC 1:2:4 type B1 40mm thick cover slab with suitable handle and angle iron frame of suitable size to fix the cover, with 20mm bore GI pipe light grade for watering with funnel, wire mesh and 15mm bore GI pipe medium grade for GI wire protection and 4mm GI earth wire including testing complete all as specified and as directed by Engineer-in-Charge. Note: Earth wire will be measured after 7.5mtr from the earth strip or earth testing terminal block whichever is lesser under relevant item.

S & F 40 Watt LED light fitting of compact structure surface/recess mounted Decorative type complete with all accessories internally pre wired and including connecting up with three core twisted flexible copper conductor cable with suitable size complete all as specified and as directed by Engineer-in-Charge. Model No. STOUTPLUS1200BS40 W LED857SPCWH of Havells Make or BLTRU40W NWVIVA of Bajaj make or equivalent in other approved makes given in the tender documents as approved by GE

S & F pressure die cast aluminium housing LED street light luminaries with 70W LED lamp with surge protectionEnergy saving and environment friendly long life LED made of pressure Die cast Aluminium housing with high power LED as lighting source with toughened glass top cover. Top Opening separate driver compartment with IP 66 protection and impact resistance of IK 07 with 10KV built in Surge protection device with system lumens> 110 lumen/Watt, THD<10% PF>0.90 & color temp 5700K. Operating voltage range 140V-270V. Minium life of 50000 hrs, Operating temp – 10 to 50 Deg C and all its connected accessories complete all as specified and as directed by Engineer-in-Charge. Model No. ENDURAPEARL PLUSSL70W LED7575ASYTPC of Havells Make or BRTFG72W LEDV3 of Bajaj make or equivalent in other approved makes given in the tender documents as approved by GE

Supply, installation testing and commissioning of Energy Saving, environment friendly Post Top Lantern Decorative fitting with Die Cast Construction and UV stabilized Clear Polycarbonate Diffused 35 watt, IP-65 and above LED with Driver with all accessories as required for path way with all accessories internally pre wired and including connecting up with twin core twisted flexible copper conductor cable with suitable size and including light complete all as specified and as directed by Engr-in-Charge. Model No.RUBYPT35W LED757PSYMTCPC of Havells Make or BGCTW4 LED WW of Bajaj make or equivalent in other approved makes given in the tender documents as approved by GE

Supply and fix energy efficient air circulator fans 230 Volts single phase, heavy duty oscillating 600 mm sweep suitable for wall mounting with all accessories complete all as specified and as directed by Engineer-in-charge.

Supply and fix heavy duty exhaust fan oscillating 450mm sweep 1440 RPM operates in 230V, single phase 50Hz with louvers with all accessories fixed on/to wall including connection, testing etc. complete all as specified and as directed by Engineer-in-charge.

Supply and fix MCCB micro processor based 125 Amps, 4pole, 36kA, 415 Voltswith necessary connecting up in DB complete all as specified and as directed by Engineer-in-Charge

Supply and fix Isolator SPN 40A, C- curve, 240volts with necessary connecting up in DB complete all as specified and as directed by Engineer-in-Charge

Supply and fix Isolator SP 10 - 16A, C- curve, 240volts with necessary connecting up in DB complete all as specified and as directed by Engineer-in-Charge

SUB TOTAL OF SCHEDULE "A" Part - III

SCHEDULE "A" PART - IV [LIGHTINING PROTECTION]

Supply and fixing Air termination, single pointed, aluminium rod 12 mm dia and 300 mm long complete all as specified and directed by Engineer-in-Charge

M & L for Aluminium strip 25 x 3 mm with saddles and fixing screws etc for roof or on wall conductors and down conductors above/ under ground including porcelain insulators complete all as specified and directed by Engr-in-Charge

M&L for earthing complete with galvanised steel earth plate electrode 60cm X 60cm X 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to galvanised earth lead 32 x 6mm strip by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No.3 of SSR Part-I including excavation/earth work in any strata, adequate quantity of charcoal and common salt, PCC 1:3:6 type C1 chamber with RCC 1:2:4 type B1 40mm thick cover slab with suitable handle and angle iron frame of suitable size to fix the cover, with 20mm bore GI pipe light grade for watering with funnel, wire mesh and 40mm bore GI pipe medium grade for GI strip protection and 32 x 6mm earth strip including testing complete all as specified and directed by Engineer-in-Charge. Note: Earth wire will be measured after 7.5mtr from the earth strip or earth testing terminal block whichever is lesser under relevant item.

M & L for GI strip 32 x 6 mm with saddles and fixing screws etc for roof or on wall conductors and down conductors above/ under ground including porcelain insulators complete all as specified and directed by Engr-in-Charge

Supply and fixing test point terminal block made of gun metal or phosphorus bronze size 75 x 75 x 25 mm drilled and screwed including 3 nos 8 mm dia 25 mm long hex head screw including terminal box of suitable size complete all as specified and directed by Engr-in-Charge

SUB TOTAL OF SCHEDULE "A" Part - IV

SCHEDULE "A" PART - V [EXTERNAL ELECTRIFICATION]

Supply, install, test and commissioning of 11 KV, HT switch gear panel indoor metal clad, single front, single tier fully compartmentalised construction consists of horizantal isolation and horizontal draw out type following vacuum circuit breakers, fault level 25 KA for 3 seconds confirming to the IEC 62271 -200 and IP4X, IS 1180 level 3 required, class of protection and free standing & floor mounted type complete all as specified and directed by Engr-in-Charge:- A) 11KV, 800A , 25KA Vacuum Circuit Breaker for in comming feeders -2Nos consisting of :- (a) 800Amps continuous high conductivity electrolytic copper bus bar, Raychem insulated for full voltage, phase identification made at the end by colored tape, bus bar shall be mounted on integral seal off bushing and interconnection with electrolytic grade copper with joints silver plated. (b) Circuit breaker shall be mounted on withdraw able truck which shall roll out horizontally from service position to isolated position with ease and model no. HWX of SCHNEIDER or its equivalent as approved by GE (c) Motorised Spring Charged Mechanism. (d) Cast resin current Transformer, 11 KV, 1000/500/5+5A, 15 VA, CI 5P 10, CI0.5 core III PS class – 03 Nos. (e) Cast Resin three phase Potential Transformer 11 KV /√3/110V /√3, 100VA, CI 1.0-03Nos with desired capacity PT Fuses.

Item No. 5.02 contd…, (h) 1 No. of SCADA Compatible Feeder Protection Relay+ Auto Reclosing Feature + Voltage + Directional + Frequency 51, 50, 51N, 95, 49, 46, 50 BF, 79, 32, 27, 59, 59N, 81 O/U, 86, RS485, RS 232, Fault record, event record, Disturbance Record on universal Protocol. Make: schneider (Easergy P3U30 wherever applicable) or its equivalent as approved by GE (i) Master Trip Relay - 1No. and model no. VAJH 13 of SCHNEIDER or its equivalent as approved by GE (j) Trip Circuit Supervision Relay – 1 set and model no. VAX31 of SCHNEIDER or its equivalent as approved by GE (k) PT Fuse Failure Relay - 1 set and model no. VAPM - 32 of SCHNEIDER or its equivalent as approved by GE (l) Anti Pumping Relay - 1set and model no. VAA - 11 of SCHNEIDER or its equivalent as approved by GE (m) Air insulated rear end Bottom entry cable box suitable for termination of XLPE Cables. (n) Panel must have additional features (i) Continuous rated closing / tripping coils. (ii) Spring Charging Handle. (iii) Fully internal Arc tested for 25 KA for 1 Sec.

(iv) Manual closing / tripping of the CB with compartment door closed. (v) Short time rating for 3 seconds as per IEC 62271 -100. (vi) Mechanical endurance test – M2. (o) Breaker shall be provided with following features. (i) Auxiliary switch 6NO+ 6NC contacts mounted on the draw out portion of the switchgear. (ii) position Cell Switch with 3 NO+1NC Contact one each for test position and Service position.

(g) DC Supervision Relay Relay - 1set and model No. VAA 21 of SCHNEIDER or its equivalent as approved by GE. (h) Air insulated rear end Bottom entry cable box suitable for termination of XLPE Cables. (j) Panel must have additional features (i) Continuous rated closing / tripping coils. (ii) Spring Charging Handle.

Item No. 5.02 contd…, (iii) Fully internal Arc tested for 25 KA for 1 Sec. (iv) Manual closing / tripping of the CB with compartment door closed. (v) Short time rating for 3 seconds as per IEC 62271 -100. (vi) Mechanical endurance test – M2. (o) Breaker shall be provided with following features. (i) Auxiliary switch 6NO+ 6NC contacts mounted on the draw out portion of the switchgear. (ii) position Cell Switch with 3 NO+1NC Contact one each for test position and Service position. C) 11KV, 630A , 25KA Vacuum Circuit Breaker for outgoing feeders - 4Nos consisting of :- (a) 630 Amps Continuous Bus bar material shall be of high conductivity electrolytic copper only. All Bus bars shall be insulated with heat shrinkable Raychem sleeves and joints shall be covered with bitumen compound followed by H.T tape. Phase identification shall be made at the end by colored tape. Bus bars shall be mounted on integral seal of bushings. All interconnection shall be of electrolytic grade copper only with joints silver plated. (b) Circuit breaker shall be mounted on a withdraw able truck which shall roll out horizontally from service position to isolated position with ease and model No. HWX of AREVA or its equivalent as approved by GE. (c) Motorised Spring Charged Mechanism. (d) Cast resin current Transformer, 11 KV, 400-200/5+5 Amps, 15 VA, CI 5P 10, CI0.5 core – 03 Nos.

(l) Anti Pumping Relay - 1No. and model No. VAA 11 of SCHNEIDER or its equivalent as approved by GE. (m) Air insulated rear end Bottom entry cable box suitable for termination of XLPE Cables. (n) Panel must have additional features (o) Breaker shall be provided with following features. (i) Continuous rated closing / tripping coils. (ii) Spring Charging Handle. (iii) Fully internal Arc tested for 25 KA for 1 Sec. (iv) Manual closing / tripping of the CB with compartment door closed. (v) Short time rating for 3 seconds as per IEC 62271 -100. (vi) Mechanical endurance test – M2.

Supply and fix HT 11kV (Extendable type), 3 phase 50 Hz, indoor type, totally enclosed metal clad switchgear complete with Vacumm circuit breaker having repturing capacity 350MVA, overload and earth fault protection, ammeter, voltmeter and of rating upto 800 Amp all as specified and directed by Engr-in-Charge (at tapping point at upcoming Sub-stn 132/11 kV near Comd swimming pool )

Supply and laying in trenches or ducts or passing through the pipe, testing and commissioning of cable XLPE insulated screened PVC bedded, galvanised steel strip or wire armoured electric HT power cable (E) (heavy duty) with stranded aluminium conductor 11000 volts grade of size 3 core 400 Sqmm complete all as specified and as directed by Engineer-in-Charge

All as per item No. 5.04 above but 240 sqmm 3 core complete.

Supply and fixing cable jointing kit for 11 KV (Earthed) grade cable for indoor termination cold shrinkable type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 240 to 400 Sqmm complete all as specified and as directed by Engineer-in-Charge

Supply and fixing cable jointing kit for 11 KV (Earthed) grade cable for straight through cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 240Sqmm to 400Sqmm complete all as specified and as directed by Engineer-in-Charge.

M&L for earthing complete with copper earth plate electrode 60cm X 60cm X 3.15mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to copper earth lead 20 x 3mm strip by means of bolts, nuts, check nuts and washers of copper all as shown in electrical plate No.3 of SSR Part-I including excavation/earth work in any strata, adequate quantity of charcoal and common salt, PCC 1:3:6 type C1 chamber with RCC 1:2:4 type B1 40mm thick cover slab with suitable handle and angle iron frame of suitable size to fix the cover, with 20mm bore GI pipe light grade for watering with funnel, wire mesh and 32mm bore GI pipe medium grade for copper strip protection and 20 x 3mm earth strip including testing complete all as specified and directed by Engineer-in-Charge. Note: Earth wire will be measured after 7.5mtr from the earth strip or earth testing terminal block whichever is lesser under relevant item.

M & L for HT rubber insulating mat 2.0mm thick of size 2mx1m complete all as specified and as directed by Engineer-in-Charge.

M&L for Danger Notice plate of 1.6mm thick mild steel sheet, vitreous enameled white, with letters, figures and conventional skull and bones in signal red colour and fixed with MS clamps, bolts and nuts of approved size for LT 20x15cm size complete all as specified and as directed by Engineer-in-Charge.

All as per Item No. 5.10 here-in-above but for HT 25x20cm size complete.

All as per Item No. 5.12 here-in-above but 240 sqmm 3.5 core complete.

All as per Item No. 5.12 here-in-above but 185 sqmm 3.5 core complete.

All as per Item No. 5.12 here-in-above but 120 sqmm 3.5 core complete.

All as per Item No. 5.12 here-in-above but 70 sqmm 3.5 core complete.

All as per Item No. 5.12 here-in-above but 50 sqmm 3.5 core complete.

All as per Item No. 5.12 here-in-above but 16 sqmm 4 core complete.

All as per Item No. 5.12 here-in-above but 10 sqmm 4 core complete.

All as per Item No. 5.12 here-in-above but 10 sqmm 2 core complete.

Supply and laying un-reinforced precast concrete cable cover, class EHV, type 1 with peak size 300 mm x 180 mm x 40 mm complete all as specified and as directed by Engineer-in-Change.

M&L framed work such as grills, gratings,etc. with ends of bars, shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladder, framed baluster, walk ways, railings, framework of water tanks and similar work confirming to Gde Fe-250 Quality B complete all as specified and directed.

Supply and spreading river sand in trenches as cushioning to under ground cable on top and bottom of cable and leveling & ramming complete all as specified and as directed by Engineer-in-charge. Note:- Punned thickness will be measured.

Supply and fix multi core PVC insulated stranded copper conductor of size 2.5 Sqmm 3 core cable to be connected with street light fittings to loop-in out boxes with its end point terminal connection as per IS 1554, part-1 & IS 5831 latest and any other relevant standard complete all as specified and as directed by Engineer-in-Charge.

Design, supply, installation, testing & commissioning of RMU outdoor extensible type 5 way 630 Amps 21KA/3 sec and 02 Nos incomer and 03 Nos as outgoing (SF6 insulated VCB) with IP -67 including OEM recommended foundation. VCB panel totally enclosed,free standing floor mounting type, compartment based with truck mounted vacuum circuit breaker spring operated electrically and manually charged operating mechanism suitable for horizontal isolation, horizontal draw out type VCB’s with copper bus bars, self supported insulated busbar with full voltage rated should be used. The switchgear panel shall be of sheet steel construction with Aluminum Zinc not less than 2.5mm thickness for load bearing section and not less then 2 mm thickness for non-load bearing and shall totally dust and vermin proof. Complete VCB panel confirming to IEC 62271-200 standards and IP 4X class of protection comparising necessary bus-bars extension, connections and following protective and control devices ad specified below. Short circuit breaker current shall be 50kA. Vaccum Interfacturer of circuit breaker shall be completely encapsulated in epoxy housing. The manufacturer of circuit breaker shall also be the manufacture of the Vacuum Interrupter, Relay. Panels shall have built in feature of condition, Thermal, Enviromental & Circuit Breaker Monitoring along with HMI as per Specifications. The switchgear and control gear panels shall be of the fully arc proof for 50kA for 1 Sec. Relay shall be Microprocessor based Numerical Relay Communicable type in line with IEC-61850 Protocol and RJ-485 port comprising of three over

Item No. 5.25 contd…, current, one earth fault protection relay with high set for both phase & earth and with fault memory equivalent to P3U30 of M/s Schneider or its equivalent as approved by GE, universal auxiliary supply, Master Trip Relay. Trip circuit Supervision relay, Digital Multifunction meter with RJ-485 port with class 0.2 with 3 Nos copper wound double ratio double core current Transformer having CT Ratio 400-200/5-5A of incoming & bus coupler and 200-100/5-5A for outgoings PT, power pack complete all as specified and as directed.The switchgear shall be have temperature measurement sensors at all ciritical points medium voltage cable connection & busbar joints/ connections. The system shall help operator during local investigation and local monitoring. This HMI shall give access to the condition monitoring. This HMI shall give access to the condition monitoring data and alarms, while operate is inside MV electrical room.

Supply, installation, testing & commissioning of sandwich type busbar trunking systems type tested as per IEC 61439 Part 6 (2012) with aluminium busbar 2500A minimum 65kA 1 sec breaking capacity, IP54 protection, with 50% capacity continual aluminium integral/ internal earth busbar. The neutral conductor should have the same cross-sectional area as the phase conductor. The busbar trunking housing shall be constructed of 2mm electro galvanized steel/ aluminium to reduce hysteresis and eddy current losses and shall be provided with a suitable protective finish of ANSI 46 grey epoxy paint. The busbar trunking housing shall be totally enclosed non-ventilated for protection against mechanical damage and dust accumulation and it shall pass at least 1500 hours salt spray test to ensure the anticorriosion ability, all as specified and directed. Note:- Busbar trunking system installation, testing & commissioning under the supervision of OEM Engineer only.

Supply and fixing non integral flood light luminary 150 W LED flood light with surge protection, Energy saving and environment friendly long life LED made of pressure Die cast Aluminium housing with IP 66 suitable for highlighting architectural facade and general purpose lighting with 10KV built in Surge protection device with system lumens > 100 lumen/W, THD<10% PF>0.90 & color temp 5700K. Operating voltage range 140V-270V. Minimum life of 50000 hrs, Operating temp – 10 to 50 Deg C complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing cable jointing kit for 1.1 KV grade cable for straight through joint complete with jointing material heat shrink shrinkable type and accessories suitable for 3.5/4.0 core XLPE armoured aluminium conductor cable of size 6.0 Sqmm to 16.0 Sqmm, 4core complete all as specified and as directed by Engineer-in-Charge

All as per Item No. 5.28 here-in-above but 25 sqmm to 50 Sqmm, 3.5 core complete.

All as per Item No. 5.28 here-in-above but 70 sqmm to 120 Sqmm, 3.5 core complete.

All as per Item No. 5.28 here-in-above but 150 sqmm to 185 Sqmm, 3.5 core complete.

Supply and fixing cable jointing kit for 1.1 KV grade cable for straight through joint complete with jointing material heat shrink shrinkable type and accessories suitable for 240 Sqmm to 300Sqmm, 3.5core XLPE armoured aluminium conductor cable of size complete all as specified and as directed by Engineer-in-Charge

Supply and fixing cable jointing kit for 1.1 KV grade cable for straight through joint complete with jointing material heat shrink shrinkable type and accessories suitable for 400 Sqmm, 3.5core XLPE armoured aluminium conductor cable of size complete all as specified and as directed by Engineer-in-Charge

Supply, installing, testing and commissioning of LT feeder pillar box factory made cubical indoor type, as per as per IEC 61439 Part 1&2 (Switchgear OEM design), with following minimum thickness- load bearing member/doors- 2.5mm, non load bearing member/internal partitions- 2mm, gland plate/ base channel- 3mm, board floor mounted, dust and vermin proof with IP-55, 3 phase 4 wire with rated operational voltage 433V rated insulation voltage of 1000V and impulse with stand of 12kV and minimum internal arc withstand of 65kA, 500msec as IEC-61641, weather proof with separate hinge door for each compartment wiith operating handle and locking arrangement with back door common openable (scrwed/lockable), grouted including suitable angle frame with PCC 1:2:4 complete painting as per OEM define 7 tank process with epoxy powder polymeriz at high temperature and 3200A aluminium busbar (TPN) suitable double compression aluminium cable glands with the following accessories complete all as specified and as directed by Engineer-in-Charge:-

Supply, installing, testing and commissioning of LT feeder pillar box factory made cubical indoor type, as per as per IEC 61439 Part 1&2 (Switchgear OEM design), with following minimum thickness- load bearing member/doors- 2.5mm, non load bearing member/internal partitions- 2mm, gland plate/ base channel- 3mm, board floor mounted, dust and vermin proof with IP-55, 3 phase 4 wire with rated operational voltage 433V rated insulation voltage of 1000V and impulse with stand of 12kV and minimum internal arc withstand of 65kA, 500msec as IEC-61641, weather proof with separate hinge door for each compartment wiith operating handle and locking arrangement with back door common openable (scrwed/lockable), grouted including suitable angle frame with PCC 1:2:4 complete painting as per OEM define 7 tank process with epoxy powder polymeriz at high temperature and 3200A aluminium busbar (TPN) suitable double compression aluminium cable glands with the following accessories complete all as specified and as directed by Engineer-in-Charge:-

Supply, installing, testing and commissioning of LT feeder pillar box factory made cubical outdoor type, as per as per IEC 61439 Part 1&2 (Switchgear OEM design), with following minimum thickness- load bearing member/doors- 3mm, non load bearing member/internal partitions- 2mm, gland plate/ base channel- 3mm, board floor mounted, dust and vermin proof with IP-65, 3 phase 4 wire with rated operational voltage 433V rated insulation voltage of 1000V and impulse with stand of 12kV and minimum internal arc withstand of 65kA, 500msec as IEC-61641, weather proof with separate hinge door for each compartment wiith operating handle and locking arrangement with back door common openable (scrwed/lockable), grouted including suitable angle frame with PCC 1:2:4 complete painting as per OEM define 7 tank process with epoxy powder polymeriz at high temperature and 3200A aluminium busbar (TPN) suitable double compression aluminium cable glands with the following accessories complete all as specified and as directed by Engineer-in-Charge:-

Supply, installing, testing and commissioning of LT feeder pillar box factory made cubical outdoor type, as per as per IEC 61439 Part 1&2 (Switchgear OEM design), with following minimum thickness- load bearing member/doors- 3mm, non load bearing member/internal partitions- 2mm, gland plate/ base channel- 3mm, board floor mounted, dust and vermin proof with IP-65, 3 phase 4 wire with rated operational voltage 433V rated insulation voltage of 1000V and impulse with stand of 12kV and minimum internal arc withstand of 65kA, 500msec as IEC-61641, weather proof with separate hinge door for each compartment wiith operating handle and locking arrangement with back door common openable (scrwed/lockable), grouted including suitable angle frame with PCC 1:2:4 complete painting as per OEM define 7 tank process with epoxy powder polymeriz at high temperature and 1500A aluminium busbar (TPN) suitable double compression aluminium cable glands with the following accessories complete all as specified and as directed by Engineer-in-Charge:-

S&F loop-in, loop out FRP junction box of size 4"x8" made out of 3mm thick FRP sheet and locking screw along with 50A rated connectors 04 Pole 01 No includind 01 No. 10A MCB SP to control the lamp and duly fixed to the tubular pole/GI pole of post top lantern with suitable clamp at suitable height complete with necessary glands and lugs all as directed.

M&L for Housing with Hot dipped galvanized mild steel poles 6.00mtr long with elliptical aluminium in grey color riveted to the pole. Superior quality Finish shall be obtained with UV stabilized pure polyester coating. Plasma cut and opening window of minimum size 300 X 110 mm for terminal connections and mounting accessories. Standard base plate of minimum dimension of dia 260 mm with a minimum of 4 elliptical holes for M12 bolts with suitable terminal box complete all as specified and as directed by Engineer-in-Charge.

Supply and fix time switches 415V three phase of 63 Amps rating with contactor fitted inside steel enclosure complete all as specified and as directed by Engineer-in-Charge.

Design, Supply, install, testing and commissioning of LT APFC panel including capacitor bank metalized poly propylene heavy duty (MPP-H) of capacity 440 volts 750 KVAR, 50 HZ, 3 Phase, indoor type, free standing, floor mounted made of angle supporting and covered with 3 mm thick CRCA sheet with IS 8623 Certificate, IP- 42 in accordance with IEC-60529 and panel shall be fully type tested at independent laboratory and shall comply to IEC-61439 part -1 & II, IEC-61921 and IS-16636-2017 and enclosur to be certified design as per IEC-62208 with busbar 1500Amps capacity and Icw of 50kA/1 sec, Auto/ manual switching, cable entry bottom, Main aluminium bus bar, Material - earthing copper, bus bar supports SMC/DMC, capacitor, INCOMER ACB 3 Pole, 1000A, 50 KA EDO type with over load and short circuit protection and including testing complete all as specified and as directed by Engineer-in-Charge.

M&L for Boring of holes under road of minimum width 800mm pavement hard standing by trenchless technology using ultra sounding technique and necessary machine including RCC hume pipe NP3 of suitable dia and suitable for 0.4mpa working pressure complete all as specified and as directed by Engineer-in-Charge.

Dismantling and taking down carefully existing LT panel along with switchgear and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by Engineer-in-Charge.

Dismantling and taking down carefully existing LT, XLPE aluminium conductor cable of any size & capacity and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by Engineer-in-Charge.

Dismantling and taking down carefully existing cable tray of any specfication and any size and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing hot dip galvanised perforated type, factory made cable tray of size 300/200/150/100 mm width x 75 mm height and 2 mm thick complete with coupling plates, bends, MS brackets for support and clamps for fixing cables on the tray including nut, bolts and washers and other fixing materials as required at site complete all as specified and as directed by Engineer-in-Charge.

M&L for bracket for street light fitting made out of 50mm bore pipe medium grade GI tube bent to shape required, fixed with and including MS flat iron clamps, bolts, nuts, washers duly painting the bracket with two coats of aluminium paint over a coat of zinc chrome primer complete all as specified and as directed by Engineer-in-Charge.

Supply and fix route indicator for 11KV line votlage and fixed on ground proper interval complete all as specified and as directed by Engineer-in-Charge.

M & L for copper strip 20 x 3 mm with saddles and fixing screws etc for roof or on wall conductors and down conductors above/ under ground including porcelain insulators complete all as specified and directed by Engr-in-Charge

SUB TOTAL OF SCHEDULE "A" Part - V

SCHEDULE "A" PART - VI [EXTERNAL WATER SUPPLY]

Taking up existing carefully old cast iron/ MS pipe/ DI water mains (including all fittings) of 100mm bore size, with spigot and socket ends and lead joints including burning out joints and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by Engineer-in-charge.

Taking up or down carefully Galvanised steel tubing 50mm bore of pipe of any grade and connections and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by the Engineer-in-charge.

Taking up or down carefully globe/gate valve of any size and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by the Engineer-in-charge.

Supply and fix Galvanised steel water tubing 50 mm bore medium grade conforming to IS:1239 (Part I) including all fittings (such as bends, tees, short pieces connectors, elbows, reducers, unions, sockets etc) and fixed to walls/ceilings/ laid on floors or in trenches including testing complete all as specified and as directed by the Engineer-in-charge.

Supply and fixing Sluice valve suitable for 150mm bore of pipes, flanged of class PN 1.6 including brass spindle and necessary fixing arrangement like rubber gasket etc., complete all as specified and as directed by Engineer-in-charge.

Supply and fixing of butterfly valves suitable for 100mm bore of pipes, PN 1.6, construction of body CI, Disc SS 316 Lining EPDM including fittings and fixtures with suitable size of neoprene rubber gasket, stainless steel nuts and bolts 2 Nos washers for each bolts complete all as specified and as directed by engineer-in-charge.

Supply and fixing Gun-metal, globe or gate valve suitable for 50mm bore of pipes with iron wheel head, screwed both ends for iron pipe complete all as specified and as directed by Engineer-in-Charge.

All as per item No. 6.07 here-in-before but suitable for 40mm bore of pipes complete.

Supply, lay in trenches, ducts, jetty gallery, connect, test and commissioning of Ductile Iron pressure pipe with flanged and confirming to IS-8329:2000 in standard maximum lengths, class K-9, flange rating PN-10, pipes lining inside with cement mortar (CML) outside with bituminous coating as per Annx `C' of IS-8329 of 100mm bore complete all as specified and as directed by Engineer-in-charge. Notes:- i) Necessary earth work will be measured and paid separately ii) Necessary fittings will be measured and paid separately

All as per item No. 6.09 here-in-before but of size 150mm bore complete.

Supply, lay in trenches, ducts, jetty gallery, connect, test and commissioning of Ductile Iron pressure pipe with flanged and confirming to IS-8329:2000 in standard maximum lengths, class K-7, flange rating PN-10, pipes lining inside with cement mortar (CML) outside with bituminous coating as per Annx `C' of IS-8329 of 150mm bore complete all as specified and as directed by Engineer-in-charge. Notes:- i) Necessary earth work will be measured and paid separately ii) Necessary fittings will be measured and paid separately

M&L for DI Specials like bends, elbows of double flanged for connecting up to 200mm bore DI Pipe all as per IS:9523 complete all as specified and as directed by Engineer-in-charge.

SUB TOTAL OF SCHEDULE "A" Part - VI

SCHEDULE "A" PART - VII [EXTERNAL FIRE FIGHTING]

M&L for yard hydrant post/stand post 80 mm bore GI /MS both flanged type of 1.5 Mtr height with provn of single outlet suitable for 63mm hose pipe conformig to IS 908 complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing Sluice valve suitable for 200mm bore of pipes, flanged of class PN 1.6 including brass spindle and necessary fixing arrangement like rubber gasket etc., complete all as specified and as directed by Engineer-in-charge.

M&L for Supply, Install, testing and commissioning of Jockey Pump horizontal end suction, centrifugally type conforming to IS - 12469:1988 with CI casing, bronze impeller and stainless steel shaft mounted on heavy duty bearings suitable for continuous operation with nonover loading power characteristics for frequent start/stop operations for 440V, 3 phase, 50Hz, above 70m head up to 90m head, 180LPM discharge and necessary PCC foundation as per OEM Specification complete all as specified and as directed by Engineer-in-Charge.

Supply and fix 63 mm bore 36 mtr long hose conforming to IS-636 complete with male and female coupling conforming to IS-903 complete all as specified and as directed by Engineer-in-Charge.

Supply and fix hose box made of 18 gauge MS sheet suitable for fixing of 36mtr lengh hose reel with double door with 4mm thick glasses and door frame made of 16 gauge MS sheet painted fire red out side and brilliant white inside yard complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing of flanged end foot valve suitable for 150mm bore of pipes confirming to IS:4038 complete all as specified and as directed by Engr-in-charge.

Supply and fixing in position 80 mm dia bore, ERW heavy duty MS pipe, as per IS-3589 (1981), 4.8 mm thickness plain ended with weld but joint with heavy duty collar made of 20 x 4 mm mild steel flat iron centre guide (4 Nos in each joint) complete all as specified and as directed by Engineer-in-Charge.

Supply and fix fire hydrant landing valve, type 'B' (Single headed outlet) suitable for 63 mm bore of pipe size confirming to IS-5290 complete all as specified and as directed by Engineer-in-Charge.

All as per Item No. 7.09 here-in-above but double headed outlet complete.

Supply and fixing for Non return valve, flanged of class PN 1.6 suitable for 200mm bore of pipes including brass spindle and necessary fixing arrangement like rubber gasket, bolts, nuts etc., complete all as specified and as directed by Engineer-in-charge.

Supply and fix pressure gauge 4” dia 0 to 14 kg/sqcm rating complete all as specified and as directed by Engineer-in-Charge.

Taking up existing old ERW/CI/MS pipe of size 200mm (including all fittings) and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by Engineer-in-charge.

Supply, lay in trenches, ducts, jetty gallery, connect, test and commissioning of Ductile Iron pressure pipe with flanged and confirming to IS-8329:2000 in standard maximum lengths, class K-9, flange rating PN-10, pipes lining inside with cement mortar (CML) outside with bituminous coating as per Annx `C' of IS-8329 of 200mm bore complete all as specified and as directed by Engineer-in-charge. Notes:- i) Necessary earth work will be measured and paid separately ii) Necessary fittings will be measured and paid separately

Supply, erection, testing and commission double girder HOT Crane of capacity 3.0 Ton with phosperous bronze cladding wheels, grade 80 load chain & zinc plated hand chain, Non ferrous parts like chain wheels, chain guides, ratchet wheel and stripping fork, single girder hand chain operated cross travelling trolley complete with ISMC girder rails, chain pulley block confirming to IS:807, IS:3177 and IS:3832 with the following specifications :- (a) Long travel - 11.60 Mtr (b) cross travel - 7.60 Mtr (c) lifting height - 3.2 Mtr Note: Design of crane to be carried out by OEM as per architectural and site conditions and crane shall be tested by 3rd paerty viz IRS/LRS

M&L for Supply, Install, testing and commissioning of Pumping set electrically driven horizontal end suction, centrifugally type conforming to IS - 12469:1988 with CI casing, bronze impeller and stainless steel shaft mounted on heavy duty bearings suitable for continuous operation with range of operation' 0% to 150% of rated capacity for 440V, 3 phase, 50Hz, 90mtr head, 2860LPM discharge, 2900RPM and necessary PCC foundation as per OEM Specification complete all as specified and as directed by Engineer-in-Charge.

M&L for Supply, Install, testing and commissioning of Pumping set diesel engine driven horizontal end suction, centrifugally type conforming to IS - 12469:1988 with CI casing, bronze impeller and stainless steel shaft mounted on heavy duty bearings suitable for continuous operation with range of operation' 0% to 150% of rated capacity for 440V, 3 phase, 50Hz, 90mtr head, 2860LPM discharge, 2300RPM and necessary PCC foundation as per OEM specification complete all as specified and as directed by Engineer-in-Charge.

M&L for fabrication and erection fire point stand of suitable size with minimum height of 1.00mtr made out of angle iron/ channel and paint with 2 coats of post office red colour synthetic enamel paint over a coat of red oxide primer and lettering with white paint including 04nos fire bucket hooks and fire extinguishers holding brackets complete all as specified and directed by Engineer-in-charge.

Supply and fixing AFFF type fire extinguishers - mechancial foam type 9 litres capacity complete with initial charge, gun metal cap, discharge hose with nozzle, wall fixing brackets, etc as per Naval pattern Extinguisher complete all as specified and directed by Engineer-in-charge.

Supply and fix CO2 fire extinguishers - 4.5 Kg capacity complete with inital charge, gun metal cap, discharge hose with nozzle, wall fixing brackets etc as per Naval pattern Extinguisher confirming to IS : 15683 complete all as specified and directed by Engineer-in-charge.

Supply and fix Dry chemical powder stored pressure type extinguisher 6 kg capacity with intial charge, gun metal cap, discharge hose with nozzle wall fixing brackets etc as per Naval pattern Extinguisher confirming to IS : 15683 complete all as specified and directed by Engineer-in-charge.

Supply and fix galvanised Sand bucket of 9 Ltr Capacity with hemispherical bottom, painting with two coat of post office red colour out side and white colour in side synthetic enamel paint over a coat of red oxide primer and paint the word FIRE shall be written in out side the bucket in bold black letters complete all as specified and directed by Engineer-in-charge.

Supply and fix galvanised water bucket of 14 Ltr Capacity with hemispherical bottom, painting with two coat of post office red colour out side and white colour in side synthetic enamel paint over a coat of red oxide primer and paint the word FIRE shall be written in out side the bucket in bold black letters complete all as specified and directed by Engineer-in-charge.

S & F Microporcessor based intelligent networking type fire alarm panel with 4 x 20 Alpha numeric LCD display, Event logging and printing facility, Real time clock & RS-485 port to connect repeater panel via 4 wires, Keyboard programming with password locking. Provision of RS-232 for LAN connection. Provision of connecting Fire Fighting equipments as required to areas complete all as specified and as directed by Engineer-in-charge.

Supply, install, testing and commissioning of wireless somke detector MCT-426 for sub-stn bldg (ground and first floor) complete all as specified and as directed by Engineer-in-charge.

S&F electrical type dual tone Siren strobe with 2.0 km range with activation buttons at distance not more than 150 mtrs incl wiring complete all as specified and directed by Engr-in-charge.

S & F 2.5 sqmm 2 core flexible FRLS copper cables through and including 20mm rigid PVC surface conduits on wall/ceiling / laid in ground including necessary excavation as per MES norms including wall mounting with saddles, clamps, screws, juncing boxes complete all as specified as directed.

Dismantling and taking down carefully existing fire hydrant stand post any size and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by Engineer-in-Charge.

Dismantling and taking down carefully existing single headed fire hydrant any size and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by Engineer-in-Charge.

Dismantling and taking down carefully existing double headed fire hydrant any size and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by Engineer-in-Charge.

Dismantling and taking down carefully existing sluice valve of size 200 dia and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by Engineer-in-Charge.

Dismantling and taking down carefully existing NRV of size 200mm dia and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by Engineer-in-Charge.

Dismantling and taking down carefully existing pressure gaugae any cap and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by Engineer-in-Charge.

Dismantling and taking down carefully existing fire hose with coupling and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by Engineer-in-Charge.

Dismantling and taking down carefully existing foot valve of size 200mm dia and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by Engineer-in-Charge.

Dismantling and taking down carefully existing control panel and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by Engineer-in-Charge.

Dismantling and taking down existing centrifugal pumpset of any capacity and deposited to concerned store holder within 20 Km radius complete all as specified and as directed by Engineer-in-Charge.

SUB TOTAL OF SCHEDULE "A" Part - VII

SCHEDULE "A" PART - VIII [DG Set]

Supply, Install, test and commissioning of 3Phase, Neutral AC, 1010 KVA, 415V, BHP 1180, liquid cooling, silent engine Diesel generating set of 1500 RPM and specification of alternator confirming to IS 13364 including AMF panel and connected control devices such as rely ,ammeter, voltmeters, contactors for AMF operations, CPCB approved complete with a Acoustic enclosure of suitable size for the DG set to reduce the noise level to the tune of 75db at a distance of 1 mtr from the enclosure, Silencer pipe protected with asbestors rope independently supported from Engine to out side as per OEM recommendations, AVM pads, PCC foundation as per OEM design (one meter clear working space with PCC ( 1:4:8 around DG set is essential), cold starting kit, battery start, suitable cable for connecting from DG set to AMF panel, radiator cooled Diesel Engine drivers, coupled to alternator mounted on MS channels, iron base frame, including suitable batteries. Prime mover: Vertical Diesel Engine of suitable capacity Water cooled ( Radiated mounted) as per IS 10002/1002 direct injection type turbo charge electric starting system having rated speed 1500 RPM. The DG set shall be capable of running 24 Hrs continuously with 10% overloading for one hour in every 12 Hr. Engine shall be equipped with all standard fittings as per OEM recommendations and common base frame with following: (a) Electronic/ Microprocessor based governor

SUB TOTAL OF SCHEDULE "A" Part - VIII