PROVISION OF CERTAIN PARALLEL TAXI TRACK(S) AT VISAKHAPATNAM

Amount

SCHEDULE 'A' PART-I to SCHEDULE 'A' PART-XIII: Note: Schedule 'A' Part-I to Part-XIII are prepriced by MES. Bidders shall insert their lump sum amount in green coloured field under Column 6 only.

Lumpsum price worked out by the contractor for "BUILDINGS & STRUCTURES", as listed in Schedule "A" Part – I

Lump Sum price worked out by the contractor for ''SITE CLEARANCE / AREA DEVELOPMENT/EARTH WORK/EXCAVATION", as listed in Schedule 'A' Part-II

Lump Sum price worked out by the contractor for 'PILE FOUNDATION', as listed in Schedule 'A' Part-III

Lump Sum price worked out by the contractor for 'INTERNAL ELECTRIFICATION', as listed in Schedule 'A' Part-IV

Lump Sum price worked out by the contractor for 'ROAD/PATH/ CULVERT/CABLE DUCT', as listed in Schedule 'A' Part-V

Lump Sum price worked out by the contractor for 'INTERNAL WATER SUPPLY ', as listed in Schedule 'A' Part-VI

Lump Sum price worked out by the contractor for 'SEWAGE DISPOSAL', as listed in Schedule 'A' Part-VII

Lump Sum price worked out by the contractor for 'AREA DRAINAGE', as listed in Schedule 'A' Part-VIII

Lump Sum price worked out by the contractor for 'COMPOUND WALL/ FENCING', as listed in Schedule 'A' Part-IX

Lump Sum price worked out by the contractor for 'WIND SOCK PLATFORM AND SINGLE SQUARE', as listed in Schedule 'A' Part-X

Lump Sum price worked out by the contractor for 'EXTERNAL WATER SUPPLY', as listed in Schedule 'A' Part-XI

Lump Sum price worked out by the contractor for 'EXTERNAL ELECTRIC SUPPLY', as listed in Schedule 'A' Part-XII

Lumpsum price worked out by the contractor for 'DEMOLITION AND DISMANTLING', as listed in Schedule 'A' Part-XIII

SCHEDULE 'A' PART-XIV: (MISCELLANEOUS ITEMS):

PILE FOUNDATION

Boring for bored cast–in–situ piles 600 mm dia in any type of soil/Soft disintegrated rock except hard rock and getting out and disposal of soil outside MoD land using Rotary drilling method by Hydraulic Rotary Rig by DMC method complete all as specified and directed.

Boring for bored cast–in–situ piles 600 mm dia in hard rock and getting out and disposal of soil outside MoD land using Hydraulic Rotary Rig by DMC method complete all as specified and directed.

Carrying out Initial Load Test on 600 mm dia bored cast–in–situ piles (for compression load) as per IS – 2911 [Part – IV] 2013 complete all as specified and as directed.

Carrying out Initial Load Test on 600 mm dia bored cast–in–situ piles (for lateral load) as per IS – 2911 [Part – IV] 2013 complete all as specified and as directed.

Carrying out Routine Load Test in compression load on 600 mm dia bored cast–in–situ piles as per IS – 2911 [Part – IV] 2013 complete all as specified and as directed.

Carrying out Routine Load Test in Lateral Load on 600 mm dia bored cast–in–situ piles as per IS – 2911 [Part – IV] 2013 complete all as specified and as directed.

Carrying out Pullout Test on 600 mm dia bored cast–in–situ piles as per IS – 2911 [Part – IV] 2013 complete all as specified and as directed.

Carrying out Low Strain Integrity Test on cast–in–situ piles of 600 mm dia including analysing the results as per IS – 14893 & ASTM D 5882 complete all as specified and as directed.

SOIL STABILIZATION AND GROUND IMPROVEMENT

Earth work in excavation by Mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) in any kind of soil including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out excavated soil and disposal of surplus excavated soil as specified and directed with in a lead of 50 m including dewatering etc. for sub-surface drainage.

Earth work in excavation by Mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) in any kind of soil including dressing of sides and ramming of bottoms, lift exc 1.5 m and not exc 3.0 m including getting out excavated soil and disposal of surplus excavated soil as specified and directed with in a lead of 50 m including dewatering etc. for sub-surface drainage

Surface dressing n.exc 15 cm deep in any type of soil and getting out as specified and directed.

Levelling, rolling and consolidating the surface after surface dressing using grader & power roller of capacity 8 to 12 tonne, including diversion of existing drain water, stagnated water etc. if any, all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm using excavated soil all as specified and directed.

Excavation of compacted surcharge loading (Moorum) by Mechanical means (Hydraulic excavator) including getting out (lift upto 4.5m) as specified and directed by Engineer-in-charge. (Note: Disposal will be measured separately.)

Supply and laying/wrapping of Non woven geotextile having weight 285 gsm and minimum thickness 2.50 mm including lapping complete all as specified and directed.

Depositing, spreading and levelling in layers not exc 15 cm thick of smaller gradation filter material manually without damage to drainage pipe (as per MORTH Table 300-3 (Class-1) in trenches for sub surface drain including all necessary arrangement for maintaining geotextile on vertical position complete all as specified and directed. (around and over 630 mm HDPE pipes)

Depositing, spreading and levelling in layers not exc 15 cm thick of large gradation filter material manually without damage to drainage pipe (as per MORTH Table 300-3 (Class-3) in trenches for sub surface drain including all necessary arrangement for maintaining geotextile on vertical position complete all as specified and directed. (around and over 630 mm HDPE pipes)

Supply and laying of 630 mm outer dia (PE-100, PN-16) HDPE pipe confirming to IS 4984-2016 and shall be jointed/laid in accordance with latest IS 7634 Part-2, perforated around circumference all as shown in drawing and specified for sub surface drain including necessary bend, connectors etc to maintain proper gradient to drain out water to the final disposal point all as specified and directed. Note: Perforation shall be 5mm dia with spacing of 8 times dia on whole circumference of the pipe.

River sand filling in pavements, Taxi links, (Granular sand blanket measuring 500 mm thick) including watering, levelling, rolling and consolidating the surface by heavy compaction (IS 2720 Part-8) using vibratory roller of 8 to 10 tonne capacity to obtain 75-80 % of Max dry density complete all as specified and directed. NOTE: Care shall be taken not to disturb PVDs while filling and compacting the sand layer.

Supply and installation of Prefabricated Verticle Drains (PVD) of size 100 mm wide x 5 mm thick (Minimum thickness) at a spacing of 1.2 m in triangular pattern by using drain stitcher over the entire area as shown on drawing and complete all as specified and directed. NOTE: (i) PVDs shall be cut after installation in such a manner that PVD head length of 400 mm can be embedded in a sand blanket of 500 mm thickness as shown in drawing. (ii) PVDs shall consist of corrugated inner core wrapped in non woven geotextile (Poly propylene) and shall have discharge capacity not less than 100 x 10-6 m3/s under hydraulic gradient of 1 at pressure of 250 kPa. (iii) The rate quoted shall include the cost of labour, equipment, material, marking etc. required for installation of PVDs (iv) PVD installation shall be got done as per manufacturer’s instructions and through authorized/ nominated applicator/ installer of manufacturer of PVD. (v) PVD shall be procured from the following manufacturers: (a) M/S TECHFAB (b) M/S TENCATE (c) M/S NYLEX

Moorum filling in embankment with proper side slope as per drawing ( for surcharge preloading in bottom layer 500 mm depth above granular sand blanket), spread, levelled, rolled and consolidated with 8 to 12 tonne static road rollers and vibratory roller in layers n.exc 25 cm thickness to a height not exc 1.5 m from M.G.L maintaining a minimum degree of compaction of 98% of modified proctor density including watering and necessary T&P all as per cross section details shown in drawing and as specified and directed. NOTE: 1. Moorum shall be brought from outside MD land. 2. Compacted thickness will be measured for payment. 3. These rate are inclusive of forming embankment. 4. This item shall be used in portion 'A' and portion 'C' of PTT as pre-loading surcharge shown in drawing. 5. Moorum shall have liquid limit (LL) less than 35%, plasticity Index (PI) less than 15%. 6. Moorum shall maximum dry density not less than 2g/cm3.

Moorum filling embankment with proper side slope as per drawing ( for surcharge preloading), spread, levelled, rolled and consolidated with 8 to 12 tonne static road rollers and vibratory roller in layers n.exc 50 cm thickness to a height not exc 4.0 m from M.G.L maintaining a minimum degree of compaction 90% of modified proctor density including watering and necessary T&P all as per cross section details shown in drawing and complete all as specified and directed. Note: 1. Moorum shall be brought from outside MD land. 2. Compacted thickness will be measured for payment. 3. These rate are inclusive of forming embankment. 4. This item shall be used in portion 'A' and portion 'C' of PTT as pre-loading surcharge shown in drawing. 5. Moorum shall have liquid limit (LL) less than 35%, plasticity Index (PI) less than 15%. 6. Moorum shall maximum dry density not less than 2g/cm3.

Moorum filling in embankment with proper side slope as per drawing (for backfill on sides of granular sand blanket), spread, levelled, rolled and consolidated with 8 to 12 tonne static road rollers and vibratory roller in layers n.exc 50 cm thickness to a height not exc 4.0 m from MGL maintaining a minimum degree of compaction 90% of modified proctor density including necessary T&P all as per cross section details shown in drawing complete all as specified and directed. Note: 1. Moorum shall be brought from outside MD land. 2. Compacted thickness will be measured for payment. 3. These rates are inclusive of forming embankment. 4. Moorum shall have liquid limit (LL) less than 35%, plasticity Index (PI) less than 15%. 5. Moorum shall maximum dry density not less than 2g/cm3.

Forming embankment with proper side slope as per drawing ( for surcharge preloading in bottom layer 500 mm depth above granular sand blanket) using moorum obtained by excavating already compacted moorum available at site including raising, in paving, spread, levelled, rolled and consolidated with 8 to 12 tonne static road rollers and vibratory roller in layers n.exc 25 cm thickness to a height not exc 1.5 m from base maintaining a minimum degree of compaction of 98% of modified proctor density including watering and necessary T&P all as per cross section details shown in drawing and as specified and directed. NOTE: 1. Lead for moorum will be measured and paid in separate items. 2. These rates are inclusive of excavation of moorum. 3. This item shall be used in Portion 'B' of PTT.

Forming embankment with proper side slope as per drawing (for surcharge preloading) using moorum obtained by excavating already compacted moorum available at site including raising, in paving, spread, levelled, rolled and consolidated with 8 to 12 tonne static road rollers and vibratory roller in layers n.exc 50 cm thickness to a height not exc 1.5 m from base maintaining a minimum degree of compaction of 90 % of modified proctor density including watering and necessary T&P all as per cross section details shown in drawing and as specified and directed. NOTE: 1. Lead for moorum will be measured and paid in separate items. 2. These rates are inclusive of excavation of moorum. 3. This item shall be used in Portion 'B' of PTT.

Forming embankment with proper side slope as per drawing (for surcharge preloading) using moorum obtained by excavating already compacted moorum available at site including raising, in paving, spread, levelled, rolled and consolidated with 8 to 12 tonne static road rollers and vibratory roller in layers n.exc 50 cm thickness to a height exc 1.5 m and not exc 3.0 m height from base maintaining a minimum degree of compaction of 90 % of modified proctor density including watering and necessary T&P all as per cross section details shown in drawing and as specified and directed. NOTE: 1. Lead for moorum will be measured and paid in separate items. 2. These rates are inclusive of excavation of moorum. 3. This item shall be used in Portion 'B' of PTT.

Forming embankment with proper side slope as per drawing (for surcharge preloading) using moorum obtained by excavating already compacted moorum available at site including raising, in paving, spread, levelled, rolled and consolidated with 8 to 12 tonne static road rollers and vibratory roller in layers n.exc 50 cm thickness to a height exc 3.0 m and not exc 4.5 m height from base maintaining a minimum degree of compaction of 90 % of modified proctor density including watering and necessary T&P all as per cross section details shown in drawing and as specified and directed. NOTE: 1. Lead for moorum will be measured and paid in separate items. 2. These rates are inclusive of excavation of moorum. 3. This item shall be used in Portion 'B' of PTT.

Labour only for Moorum filling in low lying area including spreading and levelling and necessary T&P complete all as specified and directed.

Labour only for Moorum filling in shoulder area with proper gradient including spreading, levelling, rolling and consolidation with 8 to 10 tonne capacity static road rollers and vibratory roller to achieve compaction of 90% modified proctor density including watering and necessary T&P all as per cross section details shown in drawing and as specified and directed.

Removing excavated moorum from surcharge not exc 50 m and depositing at a level as per drawing to the surcharge loading point complete all as specified and directed. ( for shoulder area) NOTE: Rates including removal of stacked moorum by loading and unloading

Removing excavated moorum exc 50 m and not exc 250 m and depositing at a level as per drawing to the surcharge loading point complete all as specified and directed. Note: Rates including removal of stacked moorum by loading and unloading

Removing excavated moorum exc 250 m and not exc 500 m and depositing at a level as per drawing to the surcharge loading point complete all as specified and directed. Note: Rates including removal of stacked moorum by loading and unloading

Removing excavated moorum exc 500 m and not exc 1 Km and depositing at a level as per drawing to the surcharge loading point complete all as specified and directed. Note: Rates including removal of stacked moorum by loading and unloading.

Removing excavated moorum exc 1 Km and not exc 1.5 Km and depositing at a level as per drawing to the surcharge loading point complete all as specified and directed. Note: Rates including removal of stacked moorum by loading and unloading.

Removing excavated moorum from stock yard location exc 1.5 Km and not exc 5 Km and depositing at the level as per drawing to the surcharge loading point complete all as specified and directed. Note: Rates including removal of stacked moorum by loading and unloading

Removing excavated moorum from stock yard location exc 5 Km and not exc 7 Km and depositing at the level as per drawing to the surcharge loading point complete all as specified and directed. Note: Rates including removal of stacked moorum by loading and unloading.

Supplying and installation of cassagrande's piezometers including all fittings & accessories as shown in drawing to monitor the consolidation of soil during ground improvement by PVD method during surcharge loading complete all as specified and directed.

Supplying and installation of Settlement Gauges including all fittings & accessories as shown in drawing to monitor the consolidation of soil during ground improvement by PVD method during surcharge loading complete all as specified and directed.

Supply and installation of temporary sump with Rotational moulded polyethylene water storage tanks (cylindrical vertical) of capacity 2000 litre and fixed in position at the end of each phase on both sides of PTT as shown in drawing for collection of sub drain & underground water during the surcharge period including excavation, dewatering and necessary pumping arrangement for disposal of water from the storage tank to the nearest storm drains and loose filling of sump with size of 20-40 mm aggregate after completion of soil stabilization without any extra cost complete all as specified and directed.

M&L of lime soil columns of 500 mm dia at spacing of 1 m centre to centre in triangular pattern in any strata upto 10 m depth, through deep soil mixing technique using 250-300 KNm Torque Hydraulic head connected with a rotary forward drive of max 30 RPM in vertical direction and discharge nozzle having sufficient discharge capacity of lime slurry for upto 12 % lime-soil ratio, welded to the auger at the bottom, silo setup to store and discharge the lime mixture as per the design recommendation including an electronic measuring system integrated with the head unit to measure the discharge of the mixture and to continously monitor the process of deep soil mixing complete all as specified and directed . NOTE : 1. Quick lime or un hydrated lime lumps containing minimum 85 % calcium oxide shall be used. 2. Lime shall be measured and paid seperately vide Srl Item No. 54 of BOQ.

Supply only of QUICK LIME or UNHYDRATED LIME, complete all as specified and directed.

Crushed stone dust filling with consolidated thickness of 50 mm including levelling, rolling and compaction by mechanical means to obtain true level surfaces complete all as specified and directed.

PARALLEL TAXI TRACK (PTT)

Rolling and consolidating formation surfaces in cutting before laying of PTT pavement using power roller of 8-10 tonne capacity complete all as specified and directed.

Granular Sub Base (GSB) with Grading V of 300 mm Compacted thickness (laid in two layers of 150 mm thick each, Compacted Separately) for PTT pavement confirming to grading as specified , spread, rolled and consolidated to required gradient and camber complete using necessary mechanical paver/Grader and power roller of 8 to 10 ton capacity and vibratory roller-compactor all as specified and directed. NOTE (a) Payment shall be made for solid quantity arrived after consolidation. (b) Compaction of granular sub base filling shall be carried out under optimum moisture conditions to achieve 98 % of modified proctor density. (c) Before execution of this item the approved material obtained from outside MD land shall be tested/checked for suitability to use. (e) The lead/royalty involved is to be ascertained by the contractor before quoting his tender and no extra payment/ adjustment for increased in lead or rate of royalty due to whatsoever reason shall be admissible on his account. (f) Contractor shall use vibratory roller-compactor to achieve 98% maximum dry density (MDD) at OMC. (g) GSB shall be as per MORTH specification as detailed in particular specification.

Granular Sub Base (GSB) with Grading V laid in three layers compacted Separately for PTT shoulder confirming to grading as specified , spread, rolled and consolidated to required gradient and camber complete using necessary mechanical paver/Grader and power roller of 8 to 10 ton capacity and vibratory roller-compactor all as specified and directed. NOTE (a) Payment shall be made for solid quantity arrived after consolidation. (b) Each layer shall not exceed 150 mm thickness and shall be rolled and compacted separately. (c) Compaction of granular sub base filling shall be carried out under optimum moisture conditions to achieve 98 % of modified density. (d) Before execution of this item the approved material obtained from outside MD land shall be tested/checked for suitability to use. (e) The lead/royalty involved is to be ascertained by the contractor before quoting his tender and no extra payment/ adjustment for increased in lead or rate of royalty due to whatsoever reason shall be admissible on his account. (f) Contractor shall use vibratory roller-compactor to achieve 98% maximum dry density (MDD) at OMC. (g) GSB shall be as per MORTH specification as detailed in particular specification.

Wet Mix Macadam (WMM) of 150 mm thick (Compacted thickness) for both PTT pavement and shoulder laid in two layers of 75 mm thick compacted separately with coarse aggregates of specified grade and spread, rolled and consolidated to required gradient and camber complete using mechanical paver/grader and power roller of 8 to 10 ton capacity and vibratory roller-compactor at OMC to achieve at least 98% of maximum dry density complete all as specified and as directed. NOTE : 1.The rate quoted shall be for 150 mm thick compacted thickness (each layer shall be of 75 mm and rolled and compacted separately) 2. The Maximum Dry Density shall be determined using modified proctor density determination method as per IS code on prepared GSB surface

Preparing the WMM surfaces in both PTT pavement and shoulder by brushing with wire brushes for removal of caked mud etc, sweeping with brooms and finally fanning the cleaned surface with compressed air to remove all loose dirt etc complete all as specified and directed.

Applying evenly a prime coat with bitumen cationic emulsion SS1 grade confirming to IS 8887 @ 7 Kg per 10 Sqm, over WMM surface of both PTT pavement and shoulder spread with mechanical sprayer complete all as specified and directed ( confirming to MORTH specification)

Dense Bituminous Macadam (DBM-II) 150 mm consolidated thickness with grading II as specified and laid in two layers of 75 mm each using 4.5 % (minimum) binder content by weight of total mix to achieve marshall stability of 900 kg with paving bitumen of grade VG-30 using hot mix plant and spread, rolled and compacted to required gradient and camber complete using necessary mechanical sensor paver and rollers of suitable capacity and type complete all as specified and as directed. ( for both PTT pavement and shoulder) Note:- (1) No price adjustment shall be applicable if excess quantity of binder content is used/ approved in the execution of work under this item based on job mix design. (2) Each layer shall be rolled and compacted separately (3) DBM shall be laid as per specifications in PS. (4) Cutting and preparation of joints shall be carried out as specified and directed, nothing extra shall be paid on this account.

Dense Asphaltic concrete (DAC) Grade I, 50 mm thick (consolidated thickness) as specified and laid in single layer using PMB 76-10 (Elastomeric Thermoplastic SBS Based) with 5.4 % minimum binder content mixed by weight of total mix to achieve marshall stability of 1200 kg using hot mix plant and spread, rolled and compacted to required gradient and camber complete using necessary mechanical sensor paver and rollers of suitable capacity and type complete all as specified and as directed. ( for both PTT pavement and shoulder) Note:- (1) No price adjustment shall be applicable if excess quantity of binder content is used/ approved in the execution of work under this item based on job mix design. (2) Where the complete bituminous mixture fails to satisfy requirement of moisture susceptibility test, cement shall be used as filler at a maximum of 2% by weight of aggregate. The rate quoted shall be deemed to include cost of cement used as filler material. (3) Cutting and preparation of joints shall be carried out as specified and directed, nothing extra shall be paid on this account.

Dense Asphaltic concrete (DAC) Grade II 80 mm thick (consolidated thickness) as specified and laid in two layers of 40 mm each using PMB 76-10 (Elastomeric Thermoplastic SBS Based) with 5.6% minimum binder content mixed by weight of total mix to achieve marshall stability of 1400 kg using hot mix plant and spread, rolled and compacted to required gradient and camber complete using necessary mechanical sensor paver and rollers of suitable capacity and type complete all as specified and as directed. Note:- (1) No price adjustment shall be applicable if excess quantity of binder content is used/ approved in the execution of work under this item based on job mix design. (2) Where the complete bituminous mixture fails to satisfy requirement of moisture susceptibility test, cement shall be used as filler at a maximum of 2% by weight of aggregate. The rate quoted shall be deemed to include cost of cement used as filler material. (3) Cutting and preparation of joints shall be carried out as specified and directed, nothing extra shall be paid on this account.

Dense Asphaltic concrete (DAC) Grade II 40 mm thick (consolidated thickness) as specified and laid in single layer using PMB 76-10 (Elastomeric Thermoplastic SBS Based) with 5.6% minimum binder content mixed by weight of total mix to achieve marshall stability of 1400 kg using hot mix plant and spread, rolled and compacted to required gradient and camber complete using necessary mechanical sensor paver and rollers of suitable capacity and type complete all as specified and as directed. Note:- (1) No price adjustment shall be applicable if excess quantity of binder content is used/ approved in the execution of work under this item based on job mix design. (2) Where the complete bituminous mixture fails to satisfy requirement of moisture susceptibility test, cement shall be used as filler at a maximum of 2% by weight of aggregate. The rate quoted shall be deemed to include cost of cement used as filler material. (3) Cutting and preparation of joints shall be carried out as specified and directed, nothing extra shall be paid on this account.

Applying evenly a tack coat with hot paving bitumen VG 10 grade @ 2.5 Kg per 10 Sqm using mechanical sprayer over DBM, DAC-I & DAC-II surface including cleaning with mechanical compressor complete all as specified and directed.

Supply and fixing of Glow sign board of size 0.6 m x 0.9 m made up of 0.63 mm thick PGI sheet, box type with front side 3 mm thick Bakelite sheet with suitable printing /tape marking with 2 Nos 40 W tube light fitting and mounted on 40 mm heavy duty MS square tubing 1.2 m high above GL and 60 cm below ground level and MS frame structure including necessary embedded in below ground to a depth of 60 cm with PCC blocks of size 45x45x60 cm.

Painting two coats of aqua based road marking paint including preparation of new surfaces of bituminous pavement and the like in PTT pavement exc 10 cm wide as in line, dashes, letters, arrows etc. of any tint white/golden yellow all as specified and as directed by Engr-in- charge.

AREA DRAINAGE ALONG PTT

Granular Sub Base (GSB) with Grading I of 200 mm Compacted thickness for drains along PTT pavement confirming to grading as specified , spread, rolled and consolidated to required gradient and camber complete using necessary mechanical paver/Grader and power roller of 8 to 10 ton capacity and vibratory roller-compactor complete all as specified and directed.

Forming 25 mm wide Expansion Joint filled with pre-formed bituminous filler, for complete depth of 120 mm thick concrete slab, rounding off the edges and sealed with polyurethane joint sealant and applying masking tape on edges by mechanical means to a depth of 15 mm complete all as specified and as directed.

ROAD/PATH/CULVERT/CABLE DUCT

Granular Sub Base (GSB) with Grading V laid in layers not exc 150 mm each compacted Separately confirming to grading as specified , spread, rolled and consolidated to required gradient and camber complete using necessary mechanical paver/Grader and power roller of 8 to 10 ton capacity and vibratory roller-compactor complete all as specified and directed. NOTE (a) Payment shall be made for solid quantity arrived after consolidation. (b) Each layer shall not exceed 150 mm thickness and shall be rolled and compacted separately. (c) GSB shall be as per MORTH specification as detailed in particular specification.

Wet Mix Macadam (WMM) of 300 mm thick (Compacted thickness) for laid in two layers of 150 mm thick compacted separately with broken boulders or quarry stones or shingle or gravel as per MORTH specification and spread, rolled and consolidated to required gradient and camber complete using mechanical paver/grader and and power roller of 8 to 10 ton capacity and vibratory roller-compactor complete all as specified and as directed. NOTE 1.Each layer shall not exceed 150 mm thickness and shall be rolled and compacted separately. 2. The Maximum Dry Density shall be determined using modified proctor density determination method as per IS code on prepared GSB surface.

Applying evenly a prime coat with bitumen cationic emulsion SS1 grade confirming to IS 8887 @ 7 Kg per 10 Sqm, over WMM surface of road spread with mechanical sprayer complete all as specified and directed.

Semi Dense Asphaltic Concrete (SDAC) 40 mm consolidated thickness as specified and laid in single layers of 40 mm using 5.5 % (minimum) binder content by weight of total mix with paving bitumen of grade VG-30 using hot mix plant and spread, rolled and compacted to required gradient and camber complete using necessary mechanical sensor paver and rollers of suitable capacity and type complete all as specified and as directed. Note:- (1) No price adjustment shall be applicable if excess quantity of binder content is used/ approved in the execution of work under this item based on job mix formula. (2) Each layer shall be rolled and compacted separately (3) SDAC shall be laid as per specifications in PS. (2) Cutting and preparation of joints shall be carried out as specified and directed, nothing extra shall be paid on this account.

Painting lines, dashes, arrows, letters, etc. on road surface with hot applied retro reflective thermoplastic paint confirming to MORTH (Clause 803.40) all as specified with 8% glass beads using special applicator machine with heating arrangement upto 160 Degrees C, including cleaning and drying the road surfaces to ensure dust, oil, grease and moisture free surface before applying paint complete all as specified and as directed.

Two way (dual direction) reflective road studs (solar cat eyes) of aluminium body of size 90 x 110 x 17 mm, impact resistance ABS body with amber red or white reflective panels and fixing the same on road surface by applying minimum 100 gms of epoxy mixture and placing the cat eye with out applying excessive pressure and additionally fixed with 12 mm dia, 120 mm long zinc plated steel nail at the centre of the cat eye complete all as specified.

600 mm dia Reinforced concrete pipes, class NP4, laid and jointed completed with collars with cement mortar (1:1) complete all as specified and directed

300 mm dia Reinforced concrete pipes, class NP4, laid and jointed completed with collars with cement mortar (1:1) complete all as specified and directed

Moorum filling in pavings spread, levelled, rolled and compacted in layers n.exc 25 cm thickness maintaining a minimum degree of compaction 90% of modified proctor density including necessary T&P and watering all as per cross section details shown in drawing complete all as specified and directed. Note: 1. Moorum shall be brought from outside MD land. 2. Compacted thickness will be measured for payment.

SEWAGE DISPOSAL

150 mm diameter DWC HDPE Pipes, single socketed in any length with rubber ring joints with collars, laid in trenches or in floors complete all as specified and as directed

RCC Septic tank (for 50 Users) designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation RCC M-30 Design Mix in Walls, Base Slab , Baffle walls and Roof Slab including beams etc with Vent Shaft, Manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter complete all as specified and as directed

Precast PCC Block masonry Grade C (5) confirming to IS 2185 Part-1 , exc 10 cm in width set in CM (1:6) complete all as specified and directed.

Precast cement concrete RCC M 30 (using 20 mm graded aggregate) in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar (1:4) complete all as specified and as directed.

Soakage wells 1.8 M Dia X 4.5 M Effective depth excavation, in any type of soil, foundation in PCC 1:3:6 walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonry in CM, RCC cover slab in M25/ SFRC cover interconnecting pipes of RCC/DWC complete filled with bricks bats complete all as specified and as directed

EXTERNAL WATER SUPPLY

Valve chamber of internal size 750 x 750 x 750mm comprising of 50mm thick PCC 1:5:10 type E2 foundation, 200mm thick brick wall in CM 1:6, 15mm thick plastering in CM 1:4 internally and externally upto 50mm below GL, 100mm thick PCC 1:3:6 type B1 as in coping, 3mm thick MS Sheet cover with suitable hinges and locking arrangement, painting steel surfaces with two coats of synthetic enamel paint over a coat of primer including necessary earth work and excavation in any type of soil complete all as specified.

Cutting existing steel tubing for alterations or additions necessarily done in position without taking down and inserting tee of 80 x 80 x 50 mm for tapping all as specified and directed.

AIR CONDITIONING

Supply and installation 1.5 TR split AC units indoor/outdoor complete with cordless remote control unit and with in built air ioniser and plasma filter for better indoor air quality with minimum 5 star rating and EER 3.2 of capacity complete all as specified

M & L for Voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 V to 250V with output voltage stabilized at 230 V with accuracy of plus or minus 2.5% and of capacity 4.0 kVA complete all as specified.

INTERNAL ELECTRIFICATION

Point Wiring complete with 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor Cable, ISI marked drawn through and including non-metallic PVC rigid concealed conduit medium grade ISI marked including all accessories concealed in Walls / Roofs / Floors / Ceiling etc. and including provision of Pre-fabricated pressed steel terminal box of suitable size made out of 2 mm thick Sheets, for mounting modular brackets, including modular brackets and switch plates as required at site for fixing modular type switches, sockets etc including 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor cable as earth continuity conductor green in color connected to Earth duly for one light point controlled by one switch complete all as specified and as directed.

Point Wiring complete with 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor Cable, ISI marked drawn through and including non-metallic PVC rigid concealed conduit medium grade ISI marked including all accessories concealed in Walls / Roofs / Floors / Ceiling etc. and including provision of Pre-fabricated pressed steel terminal box of suitable size made out of 2 mm thick Sheets, for mounting modular brackets, including modular brackets and switch plates as required at site for fixing modular type switches, sockets etc including 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor cable as earth continuity conductor green in color connected to Earth duly for one bell point controlled by one bell switch complete all as specified and as directed.

Point Wiring complete with 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor Cable, ISI marked drawn through and including non-metallic PVC rigid concealed conduit medium grade ISI marked including all accessories concealed in Walls / Roofs / Floors / Ceiling etc. and including provision of Pre-fabricated pressed steel terminal box of suitable size made out of 2 mm thick Sheets, for mounting modular brackets, including modular brackets and switch plates as required at site for fixing modular type switches, sockets etc including 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor cable as earth continuity conductor green in color connected to Earth duly for one fan point controlled by one switch complete all as specified and as directed.

Point Wiring complete with 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor Cable, ISI marked drawn through and including non-metallic PVC rigid concealed conduit medium grade ISI marked including all accessories concealed in Walls / Roofs / Floors / Ceiling etc. and including provision of Pre-fabricated pressed steel terminal box of suitable size made out of 2 mm thick Sheets, for mounting modular brackets, including modular brackets and switch plates as required at site for fixing modular type switches, sockets etc including 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor cable as earth continuity conductor green in color connected to Earth duly for one three pin switch and socket outlet 6 Amps on independent board complete all as specified and as directed.

Point Wiring complete with 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor Cable, ISI marked drawn through and including non-metallic PVC rigid concealed conduit medium grade ISI marked including all accessories concealed in Walls / Roofs / Floors / Ceiling etc. and including provision of Pre-fabricated pressed steel terminal box of suitable size made out of 2 mm thick Sheets, for mounting modular brackets, including modular brackets and switch plates as required at site for fixing modular type switches, sockets etc including 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor cable as earth continuity conductor green in color connected to Earth duly for one three pin switch and socket outlet 6 Amps on same board complete all as specified and as directed.

Point Wiring complete with 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor Cable, ISI marked drawn through and including non-metallic PVC rigid concealed conduit medium grade ISI marked including all accessories concealed in Walls / Roofs / Floors / Ceiling etc. and including provision of Pre-fabricated pressed steel terminal box of suitable size made out of 2 mm thick Sheets, for mounting modular brackets, including modular brackets and switch plates as required at site for fixing modular type switches, sockets etc including 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor cable as earth continuity conductor green in color connected to Earth duly for one three pin switch and socket outlet 15 Amps on independent board complete all as specified and as directed.

LED adore lamp for AC 240 Volt supply, B22 type,CDS five star,10 watts of five star rated complete all as specified.

BLDC type Ceiling fans AC single phase 230V of size 1200 mm sweep, copper wound with complete set of fixtures such as canopy, down rod etc. , 5 star rating, metallic body complete with and inclusive of making necessary electric connections from ceiling rose to fan through twin core flexible wire and writing MES No. 2CM height with synthetic enamel block paint complete with 2 years warranty all as specified and directed.

Exhaust fan 250 mm sweep or nearest size, plastic body (Heavy duty), complete with louvers suitable for operation on 230 V AC, 50 Hz AC supply fixed on wall making opening, fixing and making good the disturbed surfaces etc. complete with and inclusive of making necessary electric connection from ceiling rose to fan through twin core flexible wire and writing MES No. 2CM height with synthetic enamel block paint complete with 2 years warranty all as specified and as directed.

Exhaust fan 300 mm sweep, (Heavy duty),900 RPM, complete with louvers suitable for operation on 240 V AC, 50 Hz AC supply fixed on wall including making of necessary opening, fixing and making good the disturbed surfaces etc. complete with and inclusive of making necessary electric connection from ceiling rose to fan through twin core flexible wire and writing MES No. 2CM height with synthetic enamel block paint complete with 2 years warranty all as specified and as directed.

Energy efficient LED tube light fitting with tube 5 Watts or nearest size, 240 V, 50hz surface mounted, decorative ultra slim square profile LED Lighting Fixture with extruded poly carbonate environmental friendly, energy efficient ready to use pack of complete with mounting bracket etc. including connecting up with 1.0 sqmm 3 core flexible copper conductor cable complete all as specified.

Energy efficient LED tube light fitting with tube 9/10 watts or nearest size, 240 V, 50hz surface mounted, decorative ultra slim square profile LED Lighting Fixture with extruded poly carbonate environmental friendly, energy efficient ready to use pack of complete with mounting bracket etc. including connecting up with 1.0 sqmm 3 core flexible copper conductor cable complete all as specified.

Energy efficient LED tube light fitting with tube 20 watts or nearest size, 240 V, 50hz surface mounted, decorative ultra slim square profile LED Lighting Fixture with extruded poly carbonate environmental friendly, energy efficient ready to use pack of complete with mounting bracket etc. including connecting up with 1.0 sqmm 3 core flexible copper conductor cable complete all as specified.

LED security light fitting with tube 30 watt new generation energy saving & environmental friendly long life made up of pressure die cast aluminium housing with high efficient LED as lighting source and PC cover having top opening separate driver compartment with IP66 protection pre wired with 1.0 sqmm copper conductor cable upto connector including 1.5m long GI tubing light grade of 32mm dia bend to shape for fixing on wall/pole with suitable MS brackets nuts and bolts etc. complete all as specified.

Sub main wiring with 2 runs of single core 10 Sq.mm Single Core, FRLS, PVC Insulated, Unsheathed, Multistranded Copper Conductor cable, 1100 Volts, FRLS Grade, ISI Marked, for phase and neutral duly colour coded drawing through and including medium duty PVC Conduit, with all accessories concealed in Walls / Roofs / Floors / Ceiling etc. including one run of 6 Sq.mm, Single Core, FRLS PVC Insulated, Unsheathed, Multistranded Copper Conductor cable, 1100 Volts, FRLS Grade earth continuity conductor complete all as specified. Note: 2 runs of 10 Sq.mm, 1 runs of 6 Sq.mm & one run of PVC Conduit will be measured as one unit

Sub main wiring with 2 runs of single core 6 Sq.mm Single Core, FRLS, PVC Insulated, Unsheathed, Multistranded Copper Conductor cable, 1100 Volts, FRLS Grade, ISI Marked, for phase and neutral duly colour coded drawing through and including medium duty PVC Conduit, with all accessories concealed in Walls / Roofs / Floors / Ceiling etc. including One run of 6 Sq.mm, Single Core, FRLS PVC Insulated, Unsheathed, Multistranded Copper Conductor cable, 1100 Volts, FRLS Grade earth continuity conductor complete all as specified. Note: 2 runs of 6 Sq.mm, 1 runs of 6 Sq.mm & one run of PVC Conduit will be measured as one unit

Sub main wiring with 2 runs of single core 2.5 Sq.mm Single Core, FRLS, PVC Insulated, Unsheathed, Multistranded Copper Conductor cable, 1100 Volts, FRLS Grade, ISI Marked, for phase and neutral duly colour coded drawing through and including medium duty PVC Conduit, with all accessories concealed in Walls / Roofs / Floors / Ceiling etc. including One run of 2.5 Sq.mm, Single Core, FRLS PVC Insulated, Unsheathed, Multistranded Copper Conductor cable, 1100 Volts, FRLS Grade earth continuity conductor complete all as specified. Note: 2 runs of 2.5 Sq.mm, 1 runs of 2.5 Sq.mm & one run of PVC Conduit will be measured as one unit

Concealed in wall DB double door type, OPTIPRO VTPN 6 WAY MCCB DB 415 V, 50 Hz, IP 43 protection with 200A rated bus bar including provision for fixing MCCB TPN 100 Amp as incomer and outgoing circuits MCB SP/SPN/TP/TPN complete, fill empty way with blanking plates complete all as specified. NOTE: MCCB will be measured and paid separately.

Concealed in wall MCB DB, double door type single pole and neutral 12 way sheet steel phospetised powder painted with 200 amps rated bus bar 240 V nautral link, IP:43 protection complete all as specified

Concealed in wall MCB DB, double door type single pole and neutral 04 way sheet steel phospetised powder painted with 200 amps rated bus bar 240 V neutral link, IP:43 protection complete all as specified

Concealed in wall MCB DB, double door type single pole and neutral 08 way sheet steel phospetised powder painted with 200 amps rated bus bar 240 V neutral link, IP:43 protection complete all as specified

MCCB 4 Pole 415 V 50 Hz , 16 kA of capacity 100 A complete all as specified and directed.

Isolator 4P 63 Amps 414 Volts, C curve complete all as specified and directed.

MCB SPN 40 Amps 240 Volts, C curve complete all as specified and directed.

MCB SPN 6 to 32 Amps 240 Volts, 10KA, C curve complete all as specified and directed.

MCB SP 6 to 32 Amps 240 Volts, 10KA, C curve complete all as specified and directed.

RCBO for earth leakage, over load and short circuit protection FP 63 Amps, 100mA, 415 Volts complete all as specified and directed.

Sheet metal enclosure with single pole and neutral enclosure with two pin and earth plug and socket complete with one single pole MCB 20 Amps complete all as specified and directed.

Earthing complete with copper plate electrode 60 cm X 60 cm X 3 mm 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 strip of 20mm x 3mm by means of bolts, nuts, check nuts and washers of copper all as shown in electrical plate No-5 of SSR Part-I connected to earthing test point all as specified or indicated including excavation and connected earth work in hard/dense soil, PCC 1:3:6 type C-1 as in pit, 20mm dia GI pipe light grade for watering pipe and 32 mm bore GI light grade for earth lead protection pipe connected upto DBs, and suitable CI top cover with handle, funnel, strainer, charcoal, salt and testing on completion all as specified and directed. Note- Rate quoted deemed to be include excavation and earth work in any type of soil with PCC work complete all as specified and directed.

Earth continuity copper conductor of size 20 mm x 3mm as earthing lead fixed to wall with an inclusive of GI pipes 25mm dia light grade for protection of earth strips or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation complete all as specified. ( VTPN DB in each floor to be connected to 02 No earthing parallel)

Telephone socket modular type with and inclusive of prefabricated terminal box and switch plate for fixing Telephone socket complete all as specified.

TV socket modular type with and inclusive of prefabricated terminal box and switch plate for fixing TV socket complete all as specified.

PVC insulated telephone cable one pair on existing PVC conduits concealed to wall complete all as specified

PVC insulated telephone cable three pair on existing PVC conduits concealed to wall complete all as specified

PVC junction box of approx. size 10cm x 15cm rectangular type concealed to wall to accommodate PVC connector of six way for telephone cable complete all as specified.

Rigid non metallic PVC conduit of external dia 20mm concealed to wall exclusive of boxes (junction/ terminal) but inclusive of all tees, bends, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles pipe hook etc. for drawing telephone cable complete all as specified

Junction boxes of FRP body type of size 15cm x 10cm with and including PVC connector three way for telephone cable complete all as specified

Junction boxes of FRP body type of size 50 cm x 30 cm with and including PVC connector 56 way for telephone cable complete all as specified

Rigid non metallic PVC conduit of external dia of 20mm concealed to wall exclusive of boxes (junction/terminal) but inclusive of all tees, bends, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts,sassles pipe hook etc. for drawing TV cable with and inclusive of 2mm dia GI wire complete all as specified

INTERNAL WATER SUPPLY

Angle stop valves, chromium plated, fancy type, high pressure screwed and fixed suitable for 20mm PP-R pipe complete all as specified.

Bib tap two way, fancy type screwed down of size 15mm dia complete all as specified.

Health faucet chromium plated of 15mm dia , fancy type with steel flexible complete all as specified

EXTERNAL ELECTRIC SUPPLY

XLPE insulated and PVC sheathed, FRLS armoured heavy duty underground cable, ISI marked with aluminium stranded conductor 1100 Volt grade of size 3½ Core, 120 Sq.mm cross section suitable for earthed system, laying in trenches / duct / fixed to poles / drawn through pipes / sleeving through pipe in duct, including suitable size Double compression copper stainless steel cable gland, crimping type cable lugs, sockets etc complete.

XLPE insulated and PVC sheathed, FRLS armoured heavy duty underground cable, ISI marked with aluminium stranded conductor 1100 Volt grade of size 4 Core, 16 Sq.mm cross section suitable for earthed system, laying in trenches / duct / fixed to poles / drawn through pipes / sleeving through pipe in duct, including suitable size Double compression copper stainless steel cable gland, crimping type cable lugs, sockets etc. complete.

Boring of holes under road pavement, hard standing by trenches technology using ultra sound technique and necessary machine including HDPE pipe of 150mm dia suitable for 0.4 mpa working pressure complete all as specified

Steel tubular swaged pole complete with cast iron base plate, final taper plug, bolts, nuts and screws, type 410- SP-31 (9m long) as per IS-2713 (Part-III) of 1980 and applying three coats of black bituminous paint through out internally and two coats externally on the portion embedded in concrete and applying two coats of aluminium paint over a coat of zinc chrome primer to the exposed surfaces including foundation complete all as specified.

Integral LED street light luminaire 72 Watts, comprising of epoxy powder coated, pressure die cast aluminium housing enclosed with glass cover in frame with suitable size of bracket nut and bolts PVC insulated three core flexible cable of suitable size and length duly connected to light fitting complete and testing complete all as specified.

Loop in loop out box of FRP made with IP 65 protection of thermoplastic circuit breaker boxes with metric knockouts for cable entry and exit, combination climate cable glands of IP 66/IP 67 for cable entry and grommets IP 65 for conduit for cable exit with MCB 6 Amps, 10kA, C Curve overload and short circuit protection,, terminals as bus terminals for cable with necessary fixing arrangements and with cable glands, etc. complete all as specified.

Time switch 415 V, single phase of max 20Amps, rated with contactor fitting inside steel enclosure complete all as specified.

Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6 mm 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 m below normal ground level connected galvanised earth lead wire 32 x 6 mm by means of bolts, nuts check nuts and washers of galvanised iron or steel all as shown in electrical plate no 5 connected to earthing test point all as specified or indicated including testing on completion all as specified.

Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6 mm 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 m below normal ground level connected galvanised earth lead wire 4mm dia by means of bolts, nuts check nuts and washers of galvanised iron or steel all as shown in electrical plate no 3 connected to earthing test point all as specified or indicated including testing on completion all as specified.

Earth continuity conductor or main earthing lead made of galvanised iron strip 32 x 6 mm fixed to wall on batten or recess or chases or buried in ground or fixed to poles or any other indicated situation including drawing through GI pipe for earthing etc. complete all as specified.

PVC insulated weather proof cable flat twin core with aluminium stranded conductor of size 1.5 sqmm 2 core complete all as specified

Cable jointing kit for 3.3 KV grade cable 6 sqmm 1 Core outdoor termination straight through joint including cutting of existing cable complete with jointing material and accessories suitable complete all as specified

Cable jointing kit for 3.3 KV grade cable 16 sqmm 1 Core outdoor termination straight through joint including cutting of existing cable complete with jointing material and accessories suitable complete all as specified

Cable jointing kit for 1.1 KV grade cable 25 sqmm 2 Core outdoor termination straight through joint including cutting of existing cable complete with jointing material and accessories suitable complete all as specified

Cable jointing kit for 1.1 KV grade cable 25 sqmm 4 Core outdoor termination straight through joint including cutting of existing cable complete with jointing material and accessories suitable complete all as specified

Cable jointing kit for 1.1 KV grade cable 120 sqmm 4 Core outdoor termination straight through joint including cutting of existing cable complete with jointing material and accessories suitable complete all as specified

Supply, laying and testing cable of 6 Sqmm 1 Core pre-insulated galvanised steel strip or wire armoured electric air fileld lighting cable with stranded copper conductor 3KV grade complete all as specified

Supply, laying and testing cable of 16 Sqmm 1 Core pre-insulated galvanised steel strip or wire armoured electric air fileld lighting cable with stranded copper conductor 3KV grade complete all as specified

Supply, laying and testing cable of 25 Sqmm 2 Core pre-insulated galvanised steel strip or wire armoured electric air fileld lighting cable with stranded copper conductor 1.1 KV grade complete all as specified

Supply, laying and testing cable of 25 Sqmm 4 Core pre-insulated galvanised steel strip or wire armoured electric air fileld lighting cable with stranded copper conductor 1.1 KV grade complete all as specified

Supply, laying and testing cable of 120 Sqmm 4 Core pre-insulated galvanised steel strip or wire armoured electric air fileld lighting cable with stranded copper conductor 1.1 KV grade complete all as specified

DEMOLITION AND DISMANTLING

Taking down CP pillar taps, bib taps, stop valve and showers of any type complete all as specified and directed.

Taking down of unserviceable MCB isolator of any size and type complete all as specified and directed.

Taking down of unserviceable light fittings of any size and type complete all as specified and directed.

Taking down of unserviceable submain wiring complete all as specified and directed.

Taking down of unserviceable sheet metal enclosure/DB of any size complete all as specified and directed.

Taking down of unserviceable earthing plate and other material obtaining from old earthing complete all as specified and directed.

Taking down of unserviceable underground cable of any size complete all as specified and directed.

Taking down of unserviceable MCCBs of any size complete all as specified and directed.

M. Venkata Rao Infra Projects Pvt. Ltd.

VISHAL INFRASTRUCTURE LTD

SBG INFRACON PVT. LTD.

Dineshchandra R.Agrawal Infracon Pvt.Ltd

SARAOGI BUILDERS LIMITED

RVR PROJECTS PRIVATE LIMITED