801564/E8 PROVISION OF PERIMETER ROAD AND SECURITY LIGHT AT AFS JALAHALLI (PHASE-I)

Amount

Schedule 'A' Part - I (B/R Works) Earth work in excavation over areas by mechanical in any kind of soil (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified and as directed.

Earth work in excavation by mechanical in foundation trenches over any kind of soil (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed.(for kerb stone)

Earth work in excavation over areas by mechanical in ordinary rock (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified and as directed.

Earth work in excavation by mechanical in foundation trenches over ordinary rock (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated rock and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed.(for kerb stone)

Surface excavation not exceeding 30 cm deep and averaging 7.5 cm deep and getting out in soft /loose soil complete all as specified and as directed.

Surface dressing not exceeding 15 cm deep on hard dense soil complete all as specified and as directed.

Removing excavated material (soils) to a distance exceeding 500 m and not exceeding 1.5km and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed.

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

Removing excavated material (soils) to a distance exceeding 250 m but not exceeding 500 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed.

Material and labour for Grubbing up tree trunk with girth of tree 100 cm not exceeding 150 cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance not exceeding 50 m and clearing site complete all as specified and as directed.

Material and labour for Grubbing up tree trunk with girth of tree 150 cm not exceeding 200 cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance not exceeding 50 m and clearing site complete all as specified and as directed.

Material and labour for rolling with power roller 8 tonne to 12 tonne capacity and consolidating formation surfaces in cutting complete all as specified and as directed.

Material and labour for 150mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed.

Material and labour for providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) 200mm thick (in two layer each layer 100mm) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform two layers with mechanical paver/finisher in sub base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density complete all as specified and as directed.

Material and labour for applying tack coat on existing primed granular surface to ensure a bond between the surface being paved and the overlaying course with cationic paving bitumen emulsion VG 10 at the rate of 8 kg per 10 sqm of surface complete all as specified and as directed.

Material and labour for Premix bituminous macadam consolidated thickness of 50 mm laid/rolled and compacted to required gradient and camber with binder content in paving bitumen complete all as specified and as directed.

Material and labour for laying 30mm thick (Consolidated thickness) bituminous premix semi dense asphaltic concrete (6% binder content by weight) with plastic waste. Guidelines for use of waste plastic published in IRC : SP:98-2013 shall be compiled. Only thermoplastic conforming to Low density polyethylene (LDPE), High density polyethylene (HDPE, PET & polyurethane) shall be used as per Table 2 of SP:98-2013. Only dry process to be used for mixing plastic as per para 2 & 6 of SP:98-2013. Black coloured plastic waste & PVC should not be used. Specification of waste plastic shall be as per clause 4.4 of SP:98-2013. Waste plastic @ 6 to 8% of weight of bitumen shall be used as per clause 5.2 of SP:98-2013. Construction and control shall be as per clause 7 & 8 of SP:98-2013 complete all as specified and as directed.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed.

Material and labour for spread and levelled, consolidated with water to required camber with Moorum/Red bajri 75mm thick, as in berms complete all as specified and as directed.

Providing and applying 2.5 mm thick road marking strips (retro reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc complete all as specified and as directed.

Supply and fix cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size complete all as specified and as directed.

Excavating in post holes (or similar holes) each size not exceeding 0.5 cum, getting out in hard/dense soil, returning, filling in and ramming earth or broken rubble mixed with earth ground, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and as directed.

Material and labour for providing cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as in foundation filling and for mass concrete complete all as specified and as directed.

Supply and fix mild steel Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. including necessary cutting, drilling, welding etc and bending to swan neck shape as required and drilling holes notching for wires etc conforming to Fe-410- W(Gde- E-250) quality- B complete all as specified and as directed.

Supply and fix traffic mirror/convex mirror size 600mm dia used for blind spots at internal lanes to get a superior view of surrounding area, the mirror will be impact resistance and distortion free, its quality glass, perfect finish, extensive area converage on the mirror and smooth surface, eco friendly, light weight and come with fixtures FRP is used in making brim and back holding plates, single piece poly carbonate used for greater damage resistance, including cost of standard fixing cost of labour and materials etc complete all as specified and as directed.

Material and labour for providing two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces over 10 cm width or girth including preparation of new steel surfaces complete all as specified and as directed.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., not exceeding 1.5m high from base complete all as specified and as directed.

Material and labour for providing M-25 (Design Mix) type B1 using 20mm grade stone aggregate as in beams complete all as specified and as directed.

Use and waste of formwork to sides of beams for rough flat finished surfaces complete all as specified and as directed.

Material and labour for Mild steel TMT bars 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.

Material and labour for mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and as directed.

Material and labour for Mild Steel TMT bars 6 to 8mm dia, 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.

Material and labour for Hand packing 200mm thick stone pitching in slope 1:1 with CM 1:4 at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and as directed.

Material and labour for brick work with sub class B bricks of modular size straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 complete all as specified and as directed.

Material and labour for providing PCC 1:2:4 type B1 using 20 mm graded stone aggregate as in coping complete all as specified and as directed.

Supplying and laying Reinforced concrete pipes with collars, 600 mm internal diameter, class NP3, laid and jointed with stiff mixture of cement mortar (1:2) complete all as specified and as directed.

Material and labour for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed.

Material and labour for Moorum/red bajri filling in floors or pavings, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.

Material and labour for preparing the newly plastered surfaces and applying two coats of cement based paint over a coat of chalk white primer complete all as specified and as directed.

Material and labour for providing precast cement concrete type B1 1:2:4 using 20 mm graded stone aggregate as in cover slabs for drain etc set in cement mortar (1:6) complete all as specified and as directed.

Supply only chain link fencing MS galvanised sqaure wire mesh of size 75mm X 75mm, dia of wire 4mm including line wires, to any type of standard rails, straining bolts, etc all as specified and as directed.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc including provision of binding wire etc complete all as specified and as directed.

Supply and fix mild steel flat iron welded or jointed in connection with framed work including securing bolts and all necessary drilling, bolting or reverting and similar work conforming to Fe-410-0 complete all as specified and as directed.

Supply and fix mild steel round bars 10 mm dia and over Fe 290 (Gde - E-165)cut to length bent to shape required including cranking, bending spirally, hooping for columns, hooking ends complete all as specified and as directed.

Supply and fix Mild steel screw bolts (machine made) dia of neck 16 to 20mm with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, not exceeding 5cm long complete all as specified and as directed.

Supply and fix mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, pins 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 and hanging; also fastening and fixing Fe 410 -W (Gde- E- 250) quality-A complete all as specified and as directed.

Supply and fix Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and as directed. (each line wire to be measured)

Material and labour for providing PCC 1:2:4 B2 (using 40mm graded stone aggregate) as in foundations filling and mass concrete complete all as specified and as directed.

Use and waste of formwork to sides of concrete foundations, footings, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, with rough finished flat surfaces complete all as specified and as directed.

Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions making rough finish surface complete all as specified and as directed.

Material and labour for providing RCC M25 (Design Mix) as in foundations complete all as specified and as directed.

Material and labour for providing RCC M25 (Design Mix) as in columns complete all as specified and as directed.

Material and labour for rendering 10mm thick with CM 1:4 on fair faces of concrete surfaces complete all as specified and as directed.

Material and labour for preparation of new steel and iron surfaces of any description, not exceeding 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.

Schedule 'A' Part - II (E/M Works) Excavation in trenches not exceeding 1.5 mtr in width and not exceeding 1.5 mtr in depth for laying of cables up to proper level and getting out in soft/loose soil complete all as specified and as directed.

Excavation in trenches not exceeding 1.5m wide and exceeding 1.5M and not exceeding 3 meter in depth for foundation of poles and getting out in soft/loose soil complete all as specified and as directed.

Removing surplus excavated material from excavation not exceeding 50 meter and depositing where directed at a level not exceeding 1.5 meter above the starting point complete all as specified and as directed.

Returning and filling of trenches in two parts (i) using riddled soil obtained from excavated soil upto depth of 30cm (8cm below cable and remaining above cable) for cushioning of cable and (ii) refilling the trench of remaining depth with normal excavated soil all as specified and directed. Note :- (i) Excavated soil shall be riddled by using sieve to separate composite particles etc as per IS 1255-1983 and refilling in trenches as in cable cushioning.

Supply and lay well burnt as class ‘B’ bricks as mechanical protection to under ground cables laying with length of the bricks equal to the width of the trench complete all as specified and as directed.

Supply and lay LT UG cable 1100 Volts grade XLPE insulated , armored, heavy duty with aluminium conductor laid in trenches or fixed to walls/ poles or passing through pipes with and including, cable gland lugs/ thimbles/ ferrules including connecting, testing and commissioning complete for the following sizes :-

(j) 16 Sqmm 4 Core

(ii) 25 Sqmm 4 Core

Supply, erecting and fixing of Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-22 (8.5 mtr long) complete with CI base plate and finial and marking ZEBRA pattern with alternate yellow and black colour to steel tubular poles 1.5m from the bottom of pole and one coat of aluminium painting for the remaining portion of pole including numbering of poles, PCC foundation and coping complete all as specified and as directed.

Supply and fix LED street lights 70 Watt aerodynamically designed for all weather conditions with excellent thermal management, made with pressure die cast housing with toughened glass and high power LED's with secondary optics and IP66 protection Included with all connected accessories complete all as specified and as directed.

Boring of holes under road, pavement hard standings by trenches technology using ultra sound technique and necessary machine including HDPE pipes of suitable dia for 0.4 Mpa working pressure with complete work complete all as specified and as directed.

Supply, installing, testing and commissioning of CPRI approved LT panel out door type cubical panel board 440 volts, 50 Hz, 3 phase, 4 wire, Out door type >IP 54, weather, vermin, dust proof, front operated with adequate air ventilation at sides and back fabricated out of 3.00 mm thick, Fe 410-W(Gde-E- 250) quality-A CRCA sheet with double door shutter and locking arrangements, cables trays, cable lugs, cable gland etc. including provision for taking out incoming and outgoing cables duly marked with riveted letter plates of appropriate size for each feeder cables, danger board etc, floor mounted with PCC 1:2:4, type B1 platform of 50 cm height suitable nut bolts, washer etc. for grouting, and painting with power coated epoxy finish of approved colour over a coat of red oxide primer suitable to accommodate and including the following mentioned fittings complete all as specified and as directed. (Note: The Contractor Shall submit the drawing with sample of accessories for approval)

INCOMING (a) Aluminium busbar of capacity 50 Amps with epoxy insulated supports 3 phase and neutral - 1 set (b) MCB 32 Amps 4 pole 10 KA 'C' curve - 01 No (c ) Digital Voltage monitoring relay - 01 No (d) Indicating LED lamp set of LED-03 nos (RYB) - 01 set OUTGOING (a) MCB 16 Amps, 4 Pole 10KA 'C' curve - 3 Nos (2 O/G , 1 O/G as spare) (b) street light timer switch with power contactor, with uv,ol,ov,sc protection relay -01 Nos

Supply and fix MCB 40 Amps 415V 10KA 'B' curve miniature circuit breaker (MCB) of four poles in existing LT panel connection testing and commissioning complete all as specified and directed.

Supply and fix PVC cable loop box, (pole box) size inside not less than 250 mm x 200 mm x 120mm, out door type, duly fitted on bottom of RCC/ steel poles with suitable clamp, nuts, bolts & washers complete to accommodate and including one No of 6 Amps single pole MCB, & suitable aluminum busbar of 3 phase 4 wire porcelain insulated connectors for incoming and outgoing connections complete all as specified and as directed. Make : Sintex Cat Pt No:-GS-JB-2520-II/ Hensal/ Legrand

Material and labour for cutting of bituminous road/ hard standing/PCC path/wall up to a size not less then 1x0.25x0.25 mtr for laying of protection pipe for cable including making good the disturbed road/hard standing by providing PCC (1:2:4) type B1, 20 mm grade crushed stone aggregate upto existing surface level and plastering for smooth surface and make as per existing surface/area complete all as specified and as directed.

Supply and lay GI tubing light grade 40 mm dia fixed on walls/pole/ laid in trenches as protection pipe for under ground cable including provisioning of specials and clamps etc complete all as specified and as directed.

Material and labour for providing plain cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate for path ways, hard standing & pole coping including necessary form work and applying two coats of white wash on exposed surfaces etc complete all as specified and as directed.

Material and labour for plain cement concrete 1:3:6 type C1 using 20 mm graded stone aggregate for path ways, hard standing & pole coping including necessary form work and applying two coats of white wash on exposed surfaces etc complete all as specified and as directed.

Supply, install, commissioning and testing totally enclosed silent operation with canopy, complied with latest CPCB norms, static type Diesel Engine driven, liquid cooled, Generating set of 10KVA capacity with AMF Panel, 415V, 50 Hz, 3 Phase 4 wire system, 0.8 lagging P.F & 0.85 Load factor with following detailed Specifications . "(A) Diesel Engine Diesel Engine shall be 4 stroke liquid cooled, electric start, of suitable BHP at 1500 RPM suitable for above output of alternator IS:10001/ 10002,ISO 8528-1, ambient temperature of 50°C, 50% RH & at 1000m above MSL, turbo charged, Governing class as per ISO 8528 part-V, engine capacity of 10% overload for one hour in every 12 Hours of continuous operation, shall have noise limit of <75dB at 1 metre complied with latest CPCB norms and Environmental norms. The OEM shall undertake type approval and conformity of production certificate for emission standard for engine from agencies approved by GoI. Copy of the same shall be produced. The following accessories shall be as under :-"

(A1) Air Intake System (i) Air intake manifold. (ii) Dry type air cleaner (A2) Exhaust System (i) Turbocharger system (ii) Dry exhaust manifold with Residential silencer and catalytic converter (A3) Cooling system (i) Coolant additive concentrate (A4) Lubricating system (i) Oil pan (ii) Engine mounted lube oil pump (iii) Lube oil filter (A5) Starting System (i)12/24 v DC Starter Motor, Voltage regulators (ii)12/24v DC Dynamo for Battery charging (iii) 12V suitable maintenance free battery of suitable numbers/Capacity "(A6) Engine mounted Control Panel (i) microprocessor based (preferably) Instrument panel with digital display (ii) LED indicating lamps - for Genset running, remote start, shutdown, warning, manual, auto and stop (iii) Controller Data Logs with date and time (iv) Start/Stop switch with Key (v) Indication/Display of - for water temp, lub oil pressure, Lub oil temp, Battery charging, RPM, Over speed, Low lub oil trip , Engine hours. (vi) Engine and alternator Data - staring battery voltage, Engine running Hrs, Engine temp, Engine oil pressure, Alternator voltage, current, KVA, frequency, KWH shall be displayed

"(B) Protection to Genset i) Low lube oil pressure warning/shutdown (ii) High engine temp warning/shutdown (iii) Low coolant temp warning (iv) Radiator fan Belt Failure indication/shutdown (v)Low/High battery voltage warning" "(C) Alternator Synchronous alternator copper wounded rated 10 KVA, 415 Volts, 1500 RPM, 3 Phase 4 wire system, 50 Hz, AC Supply with 0.8 lagging power factor at 50 degree c, 50% RH and at 1000 m MSL, brushless type, self excited, continuous duty, self regulated through AVR conforming to IS:4722 with Class F/H insulation as per IS: 13364 . The salient feature are as under : (i) Permanent lubricating bearing (ii) Permissible overloading of 10% for one hour in every 12 hrs of continuous operation (iii) Permissible unbalancing capability minimum 25% per phase" "(D) AMF Panel (i) Digital Amf controller with control relay such as mains faultier relay, under/over voltage protection relay, under/over frequency relay, Reverse power protection relay (ii) switch gears such as MCCB,Power Contactor, Fuse (iii) Metering, control switches (vi)Weak battery warning (vii) Fail to start shutdown (viii) Cranking lockout"

(E) ACCOUSTIC ENCLOSURE FOR DG SET :- Supply and fixing acoustic enclosures suitable for 10 KVA capacity diesel Generator set duly fabricated of channel and CRCA sheet of required size having doors , insulation sides and top by mineral rock wool confirming to IS-8183 of adequate thickness acoustic louvers /outlet. ventilation system etc complete as per manufacturers instructions with wiring and lighting arrangements duly painted synthetic enameled paint over a primer coat or as directed of suitable size all as required at site and comprising of the following :- (i) Base: MS channel fabricate MS channel made out of 5 mm thick MS sheet (ii) Structure heavy duty rectangular MS box channel . (iii) Doors fabricated from MS CRCA sheet with air tight with neoprene rubber gasket and gun metal heavy duty spring loaded locks . (iv) Out side cover: Made out of CRCA sheet (v) Acoustic insulation (side &Top) sound proofing mineral rock wool slab thickness 100mm of density 96Kg/m3 confirming to IS 8183 , covered by fire Resistant fiber tissue as per manufacturer recommendation (vi) Inside cover : CRCA perforated sheet powder coated (vii) Inspection port : Aluminium frame with double walled glass fixed type sealed with neoprene rubber gasket for viewing instrument panel.

(F) FUEL TANK :- One No of sheet metal steel tank made out of 3.0 mm thick MS sheet of suitable capacity of hold diesel sufficient for 12 hours running at full load, tank shall be fitted with in canopy as per manufacturer's design including the following:- (i) Level indicator to indicate level of diesel in tank. (ii) Drain plug with 2.0 mtrs pipe for drain oil. (iii) fuel strainer. (iv) Pipe for fuel. (v) Air vent. (vi) Manually operated one no. fuel pump. NOTE :- (a) Generating set will be placed on suitable foundation as recommended by manufacturer and cost thereof shall be included on the prices quoted . (b)Tools shall be supplied with DG set unit as per manufacturers instructions and cost thereof shall be included in the price quoted . (c) DG Set shall be placed at the site directed by Eng-in-charge (d) Testing of DG set shall be done as per relevant clause of PS.

Material and labour for bracket made out of GI tubing 40mm dia, Make: Jindal as per required at site for street light fixing, light grade 1.5 mtr long GI Pipe including fixing with MS Iron clamps -2 Nos made out of size 40mmX40mmX3mm thick flat angle iron with top cover welded with GI Tubing M.S. nuts, bolts 75 mm long 12 mm dia -4 Nos & flat washer (3mm thick) 01 No. for each including preparation of steel surfaces and painting with two coats of aluminium paint over one coat of red oxide to the M.S iron clamps & bracket etc complete all as specified and as directed.

Supply and fix PVC insulated sheathed copper conductor cable (flexible) 1.5 sqmm 3 core passing through pole or pipe, 1100 volts grade heavy duty universal type cable complete all as specified and directed.

Earthing complete with copper plate 60×60cm×3.15mm thick electrode and 20×3mm copper strip as earthing lead thick buried directly in ground vertically to a depth not less than 2.25 mtr below ground level with top edge of plate not less than 1.5 m below ground level connected to and including 20×3mm copper strip as earthing lead (up or 7.5 mtr length) and GI pipe 40 mm light grade for protection of copper strip earth by means of bolts, nuts, check nuts and washers made out of galvanised iron and connected to earth test point as shown in electrical plate No. 3 of SSR Part-1-2009 and as specified or indicated and testing on completion including excavation and earth work any in type of strata available at site, PCC (1:3:6) type C-1 for earth chamber, precast RCC slab 50mm thick in cement concrete (1:2:4) type B-1 reinforced with welded steel wire fabric (xpm) weight not less the (4kg/sqm) funnel with GI watering pipe of 20mm bore medium grade, wire nuts and lugs complete all as specified and as directed.

Earthing complete with galvanised steel earth plate electrode of size 600 x 600 x 6 mm thick buried directly in ground vertically to a depth not less than 2.25 mtr below ground level with top edge of plate not less than 1.5 m below ground level connected to and including galvanised earth strip of size 32x6 mm (up or 7.5 mtr length) and GI pipe 40 mm light grade for protection of GI earth strip by means of bolts, nuts, check nuts and washers made out of galvanised iron and connected to earth test point as shown in electrical plate No. 3 of SSR Part-1-2009 and as specified or indicated and testing on completion including excavation and earth work any in type of strata available at site, PCC (1:3:6) type C-1 for earth chamber, precast RCC slab 50mm thick in cement concrete (1:2:4) type B-1 reinforced with welded steel wire fabric (xpm) weight not less the (4kg/sqm) funnel with GI watering pipe of 20mm bore medium grade, wire nuts and lugs complete all as specified and as directed.

M/S Shiv Shakti Enterprises

NITYA NAND AND SONS CONTRACTORS PVT LTD

SMLP ASPHALTS

AFSON ENGINEERS & CONTRACTORS

Jeet Construction

Phoenix Infra

C R R CONSTRUCTIONS

B G GODSE ENGINEERS AND CONTRACTORS