Rejuvenation of Water Body Ward No 13, New Bazar, Shaheed Udham Singh Wala, Sunam, Sangrur District, Punjab under AMRUT 2.0

PAN Card

GST Number

VAT Number

EPF Number

Enlistment Certificate

Non blacklisted nor debarred affidavit (Self declaration)

Earnest Money Deposit Challan Copy

Registration Certificate (for L & C Societies)

Capacity Certificate (for L & C Societies)

Name of President alongwith his present address & contact number (for L & C Societies) duly verified by Inspector of Co-op Department.

Detail of Number of Members along with name, present address & contact number (for L & C Societies) duly verified by Inspector of Co-op Department.

Detail of Number of works in hand, Started or yet to be started, alongwith labour employeed (for L & C Societies) duly verified by Inspector of Co-op Department.

Declaration that no member is doing contractorship in his individual capacity (for L & C Societies) duly verified by Inspector of Co-op Department.

Particulars

Civil (Part A ) (In Rs):

Electrical (Part B ) (In Rs):

5 years' O& M (PART-C) (In Rs):

At Par

Description

Contingency @ 0.5% on ( C )

Electrical connection charges

CSR Ref.

Earth work excavation in ordinary soil, exclusive of compensation of earth:- Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods.

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr.. (By Mechanical Means)

Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Providing and laying 50 mm thick factory made Cement Concrete Interlocking Paver Block of M-30 Grade machine Made rubber moulded strong finish with strong vibratory process or with vibro hydraulic compaction machine and of approved size and design/shape laid in ordinary grey and pattern over and including 40 mm thick compcted bed of course sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-ChargeIS code-15658-2006

Providing and laying 60 mm thick factory made Cement Concrete Interlocking Paver Block of M-30 Grade machine Made rubber moulded strong finish with strong vibratory process or with vibro hydraulic compaction machine and of approved size and design/shape laid in ordinary grey and pattern over and including 40 mm thick compcted bed of course sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-ChargeIS code-15658-2006

Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 3% of pit volume and insecticide for termite control.

Supplying and planting permanent shrubs in prepared pits and watering

Preparation of mounds of various size and shapes including supply of good earth, in layers not exceeding 20 cm in depth, breaking of clods, watering each layer, dressing etc, lead up to 50 m and lift up to 1.5 m complete as per directions

Planting ground covers (ordinary) including digging of beds to 15 cm depth and mixing FYM, Fertilizer, insecticides, planting of saplings at 25 cm distance from plant to plant and row to row

Supply and installation of garden bench Cast Iron bench of 1800 mm length, 900 mm width, 450 mm seating height, sides made of cast iron. Seat and back shall be made of 10 strips of M.S. pipes 63 mm x 25 mm of 14 gauge with one M.S. Flat 25 x 10 mm welded at the centre, below and back of the seat and back rest. Spray painted with approved brand paint. Fixed by grouting with 1:2:4 cement concrete (Minimum weight of each bench 105 kg)

Providing and fixing pair of Plastic dustbins 100 litre volume each, of two different colours, for dry and wet waste, made of virgin plastic to be mounted on MS rectangular hollow section 50 x 25 x 3 mm frames pivoted on 3 MS square hollow section verticals, 1 m above ground, one 35 cm RHS welded to each vertical member at base and grouted in 180 x 40 x 30 cm 1:2:4 cement concrete.

Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control

Supplying and planting permanent trees in prepared pits and watering

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres

Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth

First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines

Cement pointing 1:2 deep variety

Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Wrought iron & Mild steel ladders, framed grills,gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position

Applying priming coat with metal primer on new steel or iron work including preparation of surface.

Painting two or more coats excluding priming coat with synthetic enamel paint f in all shades on wood work, metallic or plastered concrete surface to give an even shade .

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Making dewatering arrangement by pumping set 4"x 4" (Tractor driven)

Removal / Clearance of slush from wet drains by mechanical means

Excavation in soil (any Type) using hydraulic excavator CK 90 with hydraulic excavatorm of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead upto 30 m.

Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Excavation in trenches with straight or open cutting in streets, lanes or in open areas for intramural sullage drains, intramural intercepting drains and outfall drains storm water channels and other work contingent or incident thereto, by mecanical means (JCB or Hydraulic excavator) including manually dressing of bed, trimming of sides and sides slopes to full dimensions and depth as shown on the drawings or as shall be required by Engineer-in-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic, providing and fixing and maintenance of caution boards, fencing, night signals, watching etc. subsequent refilling , watering and dressing upto ground level for lead upto 15 m and for all lifts including disposing surplus soils up to 15 metre complete in all respects. All kinds of soil except rocky

Depth upto 2.00 m.

Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth

12.5 mm. thick cement plaster 1:4

115mm thick brick wall in cement sand mortar 1:4 without reinforcement in foundations and plinth

Cement rendering on plaster 1mm thick

Providing and fixing factory made precast RCCperforateddraincovers,havingconcrete ofstrengthnot lessthanM-25,ofsize1000x 450x50mm, reinforcedwith8mmdia four nos longitudinal & 9 nos cross sectional T.M.T.hoopbars, includingproviding50mm dia perforations @100 to 125 mm c/c, including providing edge bindingwithM.S. flats of size 50mmx1.6mm complete,allas per direction of Engineer -in-charge.

Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Excavation in trenches with straight or open cutting in streets, lanes or in open areas for intramural sullage drains, intramural intercepting drains and outfall drains storm water channels and other work contingent or incident thereto, by mecanical means (JCB or Hydraulic excavator) including manually dressing of bed, trimming of sides and sides slopes to full dimensions and depth as shown on the drawings or as shall be required by Engineer-in-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic, providing and fixing and maintenance of caution boards, fencing, night signals, watching etc. subsequent refilling , watering and dressing upto ground level for lead upto 15 m and for all lifts including disposing surplus soils up to 15 metre complete in all respects. All kinds of soil except rocky

Depth upto 2.00 m.

Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth

12.5 mm. thick cement plaster 1:3

Cement rendering on plaster 1mm thick

Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Centering and shuttering for flat surfaces such as suspended floors, landings, chajjas, shelves etc.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) with RCC core wall between masonary, R.C.C. top slab 20mm thick using M-20 mix, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame internal dimensions.complete as per standard design. (In water logged area).Inside size 90x150 cm and 120 cm deep

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.R.C.C. Pipe NP -2 450mm i/d pipe

Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications.

NP1, NP2 and P-1 S/S joints pipes having internal dia meter:-

450 mm i/d pipe

Planting hedge including digging of trench 60 cm wide to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of sapling at 30cm distance from plant to plant in two rows.In settling Zone: Plantation(Papyrus,Umbrella pam,Common Arrowhead)

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Excavation in trenches with straight or open cutting in streets, lanes or in open areas for intramural sullage drains, intramural intercepting drains and outfall drains storm water channels and other work contingent or incident thereto, by mecanical means (JCB or Hydraulic excavator) including manually dressing of bed, trimming of sides and sides slopes to full dimensions and depth as shown on the drawings or as shall be required by Engineer-in-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic, providing and fixing and maintenance of caution boards, fencing, night signals, watching etc. subsequent refilling , watering and dressing upto ground level for lead upto 15 m and for all lifts including disposing surplus soils up to 15 metre complete in all respects. All kinds of soil except rocky

Depth upto 2.00 m.

Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth

12.5 mm. thick cement plaster 1:3

Cement rendering on plaster 1mm thick

Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Centering and shuttering for flat surfaces such as suspended floors, landings, chajjas, shelves etc.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) with RCC core wall between masonary, R.C.C. top slab 20mm thick using M-20 mix, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame internal dimensions.complete as per standard design. (In water logged area).

Inside size 90x150 cm and 120 cm deep

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.R.C.C. Pipe NP -2 450mm i/d pipe

Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications.

NP1, NP2 and P-1 S/S joints pipes having internal dia meter:-

450 mm i/d pipe

Planting hedge including digging of trench 60 cm wide to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of sapling at 30cm distance from plant to plant in two rows.In settling Zone:Plantation (Papyrus,Umbrella pam,Common Arrowhead)

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.

Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and galvanised M.S. screws including drilling holes in masonry work / CC/ R.C.C. and making good etc.complete.

50 mm long

Finishing with epoxy paint two or more coat at all locations prepared and applied as per manufacturer specifications complete.

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Nuts & Bolts of all sizes and length required Anchor bolt with Nut 16 mm dia 400 mm long

Supplying and fixing of GI chain link fencing of required width in mesh including strengthening with 2 mm dia GI wire/ G.I. staples/ G.I.U-nails/ nuts bolts with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only etc completeas required and as per direction of Engineer-in-charge. Mesh size 50mm x 50mm made of GI wire 3.15mm dia

Supply, fabrication, fixing & testing of stainless steel (SS-304) manual coarse bar screen size 600 x 1200 with felt bar 40mm x 8mm, spacing of bars 20mm suitable for mounting in channel of 50mmx 25mm or specified size with inclination not more than 30 degree and a movable complete in all respect as per technical specification and direction of Engineer- in -charge.

Supply, fabrication, fixing & testing of stainless steel (SS-304) manual coarse bar screen size 600 x 1200 with felt bar 40mm x 8mm, spacing of bars 40mm suitable for mounting in channel of 50mmx 25mm or specified size with inclination not more than 30 degree and a movable complete in all respect as per technical specification and direction of Engineer- in -charge.

Supply, fabrication, fixing & testing of stainless steel (SS-304) manual coarse bar screen size 600 x 1200 with flat bar 40mm x 8mm, spacing of bars 20mm suitable for mounting in channel of 50mmx 25mm or specified size with inclination not more than 30 degree and a movable complete in all respect as per technical specification and direction of Engineer- in -charge.

Supply, fabrication, fixing & testing of stainless steel (SS-304) manual coarse bar screen size 600 x 1200 with flat bar 40mm x 8mm, spacing of bars 40mm suitable for mounting in channel of 50mmx 25mm or specified size with inclination not more than 30 degree and a movable complete in all respect as per technical specification and direction of Engineer- in -charge.

Health Walker Size 57"x42"x14": Providing & fixing health walker main pipe made of 114mm OD & 3.75 mm thickness mild steel round pipe swing pipe 48mm x 3mm swing with rubber seal bearing all alloy covered with S.S. cover, foot rest made of mild steel sheet 16-gauge size of foot rest 12" x 5.6" with rubber both side handle made of 31mm round pipe, plastic cover on base with best quality powder coating.

Cross Trainer Size 58"x18"x74": Providing & fixing cross trainer main pipe made of 114mm OD & 3.75 mm thickness mild steel round pipe swing pipe 38mm x 31mm mild steel round pipe with best quality rubber handle for hand grip working with rubber seal bearing system and foot rest main pipe for 60x40mm mild steel flat pipe size of foot rest 5.5" x 12" with base plastic cover all alloy cover with SS cover all mild steel pipe best quality powder coating.

Lat pull down double Size 107"x62"x34": Providing & fixing Lat pull down double made of 114mm OD & 3.75 mm thickness 38mm round pipe, 48mm round pipe 50x50mm square pipe complete. Operating with bearing system with rubber seal bearing beat quality rubber handles for grip and smoothly working. Plastic base cover and best quality powder coating all alloy are covered the S.S covers.

MERRY GO ROUND size 8'.0 ft in dia, platform 3 mm thickness non skid CRC steel finished with Pupolyurethene paint 60-100 microns, Base member of 25 mmx 5mm and 40x5mm ms angle finfished with powder coated 60-70 microon to joint with 60 mm MS rod with water proof bearing, handrails of 20 mm MS pipesfinished with powder coated 60-70 micron, vertical MSpipe76 mm diaand thickness 3.5 mmfinishred with PU paint60-100 micron. connecting member consist of42 mm dia 3mm thick finished with 60-100 micron

4 SEATER SEE SAW 4 seater : Providing fixing and commissioning Size : Length 9'-10" x width1'-8" Seats size 300x300 mmouter to outer 4nos. LLDPE+HDPE (blow moulding) thickness 4 mm(above)weight 850 gm Verticalsupport:GI poles-dia114 mm with 3.2 mm thickness, 25 mm dia bearings, galvanized pipes & further powder coated 60-70 microns MS base pipe 50 mm thick with T-handles on either side, galvanized & further powder coated 60-70 microns.

DOUBLE SLIDE Providing fixing and commissioning of Double slide: Size 16'-6" x 6'.0" x 8'.0" Frame: VerticalMS pipedia 75 mm thickness3-3.5 mm finished with powder coating 60-70 micron. Platform: size 1220 x01220 x 2 mm & supporting square pipe used in bottom 25x25x2 mm powder coating 60-70 micron. perforated sheet usedin square chequer for jointing and supportingthe deck (25X75x2mm), (25x25x2mm) platform safety Railing: CRC pipe dia 31.75 mm, thickness1.6 mm connector pipe dia 25.4 mm with thickness 1.6 mm. Steps: size 1915 x600 mm laser punched perforated sheeting 2 mm thick with 7 steps. Steps Railing: CRC pipe dia 31.75 mm, Thickness 1.6 mm. connector pipes dia 25.4 mm with thickness 1.6 mm. Width of slide: 1180 mm made of LLDPE

GI Pipe Pole & Cement Muff for Lighting Poles;

GI PIPE POLES:

G.I. Pipe Pole 6.1 metre Long, Dia. 100mm, Planting Depth 120cm with Pit Depth 135cm.

CEMENT CONCRETE MUFFS:

Making of cement concrete muff of overall size 450mmdia., suitable length (15cm below ground level) with 1:2:4 cement concrete mixture. The muff is to be made around the steel tubular pole/GI pipe pole. The outer surface of the muff shall be finished with 1:2 cement plaster with two coats of white snowcem complete in all respect as approved and desired by the Engineer in- Charge at site:-

Cement Concrete Muff of Overall Size 450mm dia., 45cm long

Cable, Wire & Accessories;

XLPE INSULATED UN-ARMOURED CABLES (LOOSE):

Overall size 6sq.mm (2Core) Un-armoured (Loose)

Overall size 25sq.mm (2Core) Un-armoured (Loose)

DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:

Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1mtr. below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:-

Double Walled Corrugated HDPE Pipe 50/ 38mm (Outer/ Inner dia.)

Double Walled Corrugated HDPE Pipe 63/ 51mm (Outer/ Inner dia.)

Supply and erection of SMC Junction Box (Glass Fibre reinforced polyester sheet moulding compound) confirm to IS:14772 (Recessed/ On surface), robustly constructed, safe & shock proof, rust & tamper proof of suitable inner & outer dimensions with ± 10% tolerance in size & hinged water tight cover with locking arrangement having 1No. terminal strip with 4Nos. terminals & 1No. Single pole MCB of required capacity fixed on din bar (Din Bar Provision for 2Nos. MCB's) complete in all respect as approved and desired by the Engineer In-Charge at site:-

SMC Junction Box (Glass Fibre reinforced polyester sheet moulding compound) confirm to IS:14772, inner dimensions 140mm x 140mm x 95mm with hinged water tight cover with locking arrangement

Supply and erection of PVC insulated PVC sheathed FR (2Core) round flexible wire with copper conductor cable (ISI marked) confirm to IS:694/1990 left bare in pipe or on surface with cleats of suitable size complete in all respect as desired by the Engineer-in-charge:-

Overall size 1.5sq.mm (48/0.20mm), 2Core

Supply and erection of heavy duty brass single compression gland for cable end termination duly complete with checknuts etc. including making necessary connections.

Brass Gland for Aluminium cable 2/3/4 core size 6 sq. mm

Brass Gland for Aluminium cable 2/3/4 core size 25-35 sq. mm

Supply and erection of heavy duty aluminium thimbles/lugs for cable end termination duly crimped including making necessary connections completely:-

Aluminium thimble cable core size 4-6 sq. mm

Aluminium thimble cable core size 25-35 sq. mm

Earthing for Feeder Pillars & Poles;

Earthing earth rod 20 mm dia for providing earth connections upto line earth with G.I. Wire 8 S.W.G. (4mm dia.). The rod shall be tapered at one end and flatted on other end. The hole size 10mm dia shall be drilled on the flatened side for facilitating connection with G.I. wire and thimble etc. The rod shall be erected in ground upto complete length vertically:-

GI Earth rod 20 mm dia., 6 mtr. Long

Bonding to existing earth with 8S.W.G. (4mm dia) G.I. wire fixed with stapples on wall.

Feeder Pillars;

Main Feeder Pillar 415 V Outdoor type (IP-55 with rain canopy), stand mounting, dust and vermin proof, powder coated finish made out of 2 mm CRCA sheet steel. Panel shall be with pad-locking arrangement, detachable gland plate, stand made out of MS angle, TPN Al bus-bar complete with all accessories and as below: Incomer: a) Cubicle for housing PSPCL Energy Meter b) 32 A TPN MCB 25 KA with O/L, S/C, indication lamps for R-Y-B complete as required - 1 Set Outgoing: a) 25 A SPN MCB with 18A DP power contactor, Astro Time Switch & 6A SPN MCB (6 no's) for automatic on/off operation of lights - 1 Set. b) 32 A SPN MCB - 4 No’s (Rate Analysis attached)

Feeder Pillar 240 V Outdoor type (IP-55 with rain canopy), stand mounting, dust and vermin proof, powder coated finish made out of 2 mm CRCA sheet steel. Panel shall be with pad-locking arrangement, detachable gland plate, stand made out of MS angle, SPN Al bus-bar complete with all accessories and as below: Incomer: a) 32 A SPN MCB with indication lamps for R-Y-B complete as required -1 Set Outgoing: a) 25 A SPN MCB with 18A DP power contactor, Astro Time Switch & 6A SPN MCB (6 no's) for automatic on/off operation of lights - 1 Set. b) 16A SPN MCB - 2 set (Rate Analysis attached)

LED Post Top Lighting Fixture for Pole & Gate Lighting;

Providing & Fixing of IK08 IP65 protected Top/Bottom mounted LED Post top Luminarie made of single piece construction powder coated die cast alluminium housing with UV stabalized Clear / frosted Polycarbonate diffuser and Aluminium anodised with sand blast reflector. The System level Luminous efficacy ≥ 100 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L- N) and efficiency > 85%, PF>0.9, THD<10% and input Voltage range of 140-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained . Driver current <750mA. Fixture must be in compliance with BIS Standards and Trade mark Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

1st Year.

2nd Year.

3rd Year.

4th Year.

5th Year.