STRENGTHENING AND WIDENING OF ROAD FROM PATRAPADA DRDO COLONY TO DRDO MAIN GATE, CHANDIPUR UNDER GE(I) RnD CHANDIPUR

Amount

Scarifying the existing bituminous macadam road surfaces to a depth not exceeding 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres (by mechanical means) complete all as specified and directed.

Rolling and consolidating formation surfaces in cutting by power roller exceeding 8 tonne & not exceeding 12 tonne capacity to required gradient and camber as specified and as directed.

M&L for laying and compacting 200mm thick(compacted thickness) Granular Sub-Base(GSB) in two layer(each layer 100mm thick compacted thickness) with material of a mixture of Moorum and Coarse Sand in 60:40 ratio as per Grade-Ill as specified in Table 400-1 of MoRTH specification for Road and Bridge works 2013, over compacted subgrade as per the required gradient. The materials shall be mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity and rolling with vibratory roller of capacity 80-100KN static weight for achieving required compaction density at least of 98% of the maximum dry density, consolidating to required gradient and camber with finished surface tolerances as per Table 900-1 of MoRTH specification for Road and Bridge works 2013 complete all as specified and directed.

M&L for laying and compacting 150 mm thick (compacted thickness laid in two layers of 75 mm each) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber . The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and as directed.

M&L for laying and compacting 125 mm thick (compacted thickness) WMM laid in one layer Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013, complete all as specified and as directed.

M&L for applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0.9 -1.0 Kg/Sqm on WMM surface as specified in Table 500-3 of MoRTH specification for Road and Bridge works 2013, using mechanical sprayer including surface cleaning by brushing with wire brushes, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed.

M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.30 Kg/Sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for Road and Bridge works 2013, using mechanical sprayer after cleaning of existing surface including surface cleaning by brushing with wire brushes, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed.

M&L for 75 mm thick(compacted thickness) premix Dense Bituminous Macadam (DBM Grading-II) using min 4.5% VG-30 grade binder by weight of total mix aggregate gradation as per Grading 2 of Table 500 - 10 of MoRTH specification for Road and Bridge works 2013, prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity, laying with paver finisher equipped with electronic sensor to required camber, alignment and gradient and consolidating with smooth wheeled vibratory/tandem rollers as per specifications to achieve the desired compaction and density complete as per specified and directed.

M&L for Bituminous premix Semi dense asphaltic concrete(SDAC) 40 mm thick(consolidated thickness) with 5.50% binder content by weight of total mix with paving bitumen VG-30, as per design from hot mix plant, laying with mechanical electronic sensor paver finisher rolled and compacted by vibratory/tandem roller to confirm uniform surface, camber and required gradient complete all as specified and directed.

M&L for boulder/stone dry packing with hard granite stone laid dry, hand packed tightly and grouted with cement sand mortar (1:6) complete all as specified and directed.

M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. on roads pavements with hot applied thermo plastic road marking paint with reflectorising glass beads of approved colour confirming to BS 3262-1989 and clause 803.4.1 to 803.6.8.2, table 800-9 & 800-10 of MoRTH specifications with special applicator machine all as per manufacturers instruction complete all as specified and directed.

S&F cat eye solar reflective type of metal alloy body of size 100mm x 100mm x 20mm with PAMA strip lens reflector fixed with and including MS stud of suitable size as per manufactures instructions complete all as specified & directed.

Supplying and fixing of solar road studs aluminium alloy shell (100% water proofing design according to IP 65) of size 125mm x 125mm x 25mm (shank 56.8 mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-cd rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed

S&F for road safety reflector of round shape(125mm dia) fix with SS screw to the culverts poles etc. complete all as specified & directed.

Supplying and fixing retro reflective mandatory sign boards of 600mm dia made up of 2mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D 4956-01 and the aluminium sheet to be riveted to 32 mm dia 1.5 mm thick SS pipe 304 grade for board frame fixed with 50 mm dia 1.5 mm thick SS pipe 304 grade of height 2100mm (From GL to bottom of sign board) and 600mm leg of 50mm dia SS pipe embedded below GL and filled with and including PCC (1:2:4) type B1 as in post hole of size 450x450x600 mm incl. necessary excavation and removal of surplus soil away from site complete all as specified & directed.

Supplying and fixing retro reflective cautionary/warning sign boards of equilateral triangular shape having each side of 600mm made up of 2mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D 4956-01and the aluminium sheet to be riveted to 32 mm dia 1.5 mm thick SS pipe 304 grade for board frame fixed with 50 mm dia 1.5 mm thick SS pipe 304 grade of height 2100mm (From GL to bottom of sign board) and 600mm leg of 50mm dia SS pipe embedded below GL and filled with & including PCC (1:2:4) type B1 as in post hole of size 450x450x600 mm incl. necessary excavation and removal of surplus soil away from site complete all as specified & directed.

Supplying and fixing Retro-reflective regulatory sign board of size 600X800 mm made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to SS frame of 25mm x 25mm x 1.5mm 304 grade square hollow section, fixed with 50mm dia SS pipe 1.5 mm thick 304 grade of height 2100mm (From GL to bottom of sign board) and 600mm leg of 50mm dia SS pipe embedded below GL and filled with & including PCC (1:2:4) in post hole of size 450x450x600 mm incl. necessary excavation and removal of surplus soil away from site complete all as specified & directed.

Supplying and fixing Retro-reflective regulatory sign board of size 1200 x 1500 mm made out of 2mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro-reflective sheeting as approved by Engineer-in-Charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to SS frame of 25mmX 25mm X 1.6mm square hollow section, fixed with 02 Nos 50mm dia SS pipe 304 grade 1.5 mm thick of height 2000mm (from GL to bottom of sign board) and 600mm leg of 50mm dia SS pipe embedded below GL and filled with and including PCC (1:2:4) in post hole of size 450x450x600 mm incl. necessary excavation and removal of surplus soil away from site complete all as specified & directed.

M&L for 75mm thick PCC (1:2:4) type B-1 (using 20mm graded aggregate) as in top of existing culvert to match the level of road finished even and fair complete all as specified and as directed.

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

M&L for soil stabilization using lime for soil improvement,(minimum 7% lime of the total volume of soil to be compacted/stabilized) including spreading and compaction with curing upto 1m depth. Lime shall be quicklime or hydrated lime and shall be evenly spread over the prepared subgrade. Lime mixing with the soil to the required depth will be carried out by using mechanical equipment like rotary excavator or graders. Moisture content in the soil-lime mixture shall be properly maintained to trigger the necessary chemical reaction as per IS 4332 guidelines. Compacting the soil-lime mix with vibratory roller to achieve required compacted density at least of 97% of the maximum dry density to required gradient and camber complete all as specified and directed. Finally, sub grade shall be allowed to cure for 3 to 7 days, periodically spraying water to maintain moisture complete all as specified and directed.

M&L for mixing of Crusher stone dust and Coarse sand in 60:40 ratio, filling in foundations, laying, watering, ramming and compacting with vibratory roller to achieves required compaction density at least of 97% of the maximum dry density to required gradient and camber complete all as specified and directed.

M&L for Hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface complete all as specified & directed.

M&L for Plain Cement Concrete (1:3:6) type C-2(using 40mm graded aggregate) as in foundations, filling and mass concrete and finishing the top surface even and fair including necessary formwork complete all as specified and as directed.

M&L for 200mm thick PCC in (1:2:4) type B2 (using 40mm graded aggregate) as in floor and finished the surface even and smooth without using extra cement including necessary formwork complete all as specified and as directed.

M&L for brickwork with old size Fly ash bricks of class designation 10, straight or curved on plan exc. 6m mean radius, built in CM (1:4) complete all as specified and directed.

M&L for fixing of high strength factory made Precast RCC Box type culvert manufactured with high performance self compacting concrete of M-50 grade using Fe-500/Fe-550D grade of Corrosion Resistance Steel (CRS) TMT steel reinforcement bar (as per structural drawing) conforming to IS and capable of carrying 5 Tonne wheel load/10 Tonne axle load. The Overall size of box culvert is (2.0m X 1.90m X 2.45m) and inner size is (2.0m X 1.50m X 2.0m), top slab 200mm and bottom slab 250mm thick, side wall thickness 200mm complete all as per drawings including cost of formwork/mould, reinforcement bars. The box culvert shall be laid over & including 20mm thick dry bedding in cement mortar CM (1:6) including necessary jointing rubber gasket, nut bolts etc. as per manufacturer instruction. The joint and groove shall be filled with non-shrink grout material or Ready mix cement mortar complete all as specified and directed. Laying & fixing of precast box culvert shall be as per manufacturer instruction.

M&L for 15mm thick cement plaster in cement mortar CM (1:6) on brick or concrete surface etc. and finished the wall surface even and smooth without using extra cement complete all as specified and directed.

M&L for Plain Cement Concrete (1:2:4) type B-1(using 20mm graded aggregate) as in coping, bed plates, kerbs coping of poles including necessary formwork etc. complete all as specified and as directed.

M&L for applying two coats of cement base paint including preparation of new plaster surfaces of wall complete all as specified and directed.

M&L for fixing of high strength factory made Precast RCC 'L' shape earth retaining/wing walls with high performance self compacting concrete of M-50 grade using Fe-500/Fe-550D grade of Corrosion Resistance Steel (CRS) TMT steel reinforcement bar conforming to IS designed for retaining earth loads, dead load and imposed load. The height of retaining wall is 3.0m and size is 2.65 x 2.0m, thickness of wall is 200mm complete all as per drawings including cost of formwork/mould reinforcement bars. The retaining wall shall be laid over & including 20mm thick dry bedding in cement mortar CM (1:6) including necessary jointing, nut bolts etc. as per manufacturer instruction. The joint and groove shall be filled with non-shrink grout material or Ready mix cement mortar complete all as specified and directed. Installation of retaining wall shall be as per manufacturer instruction.

M&L for RCC M-30 (Design mix) concrete in foundations, including rafts, footings, foundation, beams, plinth beams, bases for columns, etc. basement slabs, and mass concrete complete all as specified and directed.

M&L for RCC M-30 (Design mix) concrete in columns, pillars, posts and struts etc. complete all as specified and directed.

M&L for RCC M-30 (Design mix) concrete in Fins, facias, louvers, parapets and railings exc. 60 cm in height, newels and struts etc. complete all as specified and directed.

M&L for Corrosion Resistance Steel (CRS) 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 directed.

All as per item No 38.00 here-in-before but 6mm dia and over upto and including 10mm dia in stirrups, spacers and binders

M&L for use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter for rough finished surface complete all as specified & directed.

M&L for use and waste of Formwork to faces of walls, retaining walls, abutments, columns, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or to batter for fair finished surfaces complete all as specified & directed.

M&L for 5mm thick cement plaster in cement mortar (1:3) on brick or concrete surface etc. and finished the surface even and smooth without using extra cement complete all as specified and directed.

M&L for two coats of synthetic enamel paints over a coat of primer including preparation of newly plaster surfaces(shade as approved by GE) complete all as specified and directed.

M&L for drilling holes in existing concrete up to a minimum depth 15 cm for providing reinforcement as connector and placing reinforcement of 12mm dia with lockset chemical of worth/ HILTI/Fosroc make as per the manufacturer instruction complete all as specified and directed. These connection rebar will be done over existing precast box culvert for anchorage of reinforcement for the top RCC guard rail @ 250 c/c in two row on both side complete all as specified and directed. Note :- Reinforcement shall be measured and paid separately.

M&L for 150mm thick PCC in (1:2:4) type B-2 (using 40mm graded aggregate) as in top of culvert and finished the surface even and fair complete all as specified and as directed.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point.

M&L for laying 1200mm dia RCC class NP-4 pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 sand) including testing of joints etc. complete all as specified and as directed.

M&L for laying 600mm dia RCC class NP-4 pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 sand) including testing of joints etc. complete all as specified and as directed.

M&L for use and waste of Formwork to edges of concrete flat, opening of concrete walls, sides of RCC slab exceeding 20cm in thick and similar work for fair finish complete all as specified & directed.

M&L for M-30 Design mix in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs complete all as specified and directed.

Dismantling of existing reinforced concrete Hume pipe 600mm dia jointed in cement mortar and taking out of trenches if required complete all as specified and directed.

Dismantling of existing reinforced concrete Hume pipe 1000mm dia jointed in cement mortar and taking out of trenches if required complete all as specified and directed.

Demolition of cement concrete (unreinforced) in ground floors and pavings not exc. 25 cm thick (below and above ground) and removal of demolished material away from site complete all as specified and directed.

Demolition of reinforced cement concrete of any description and any position not otherwise specifically provided for and removal of demolished material away from site complete all as specified and directed.

Demolition of brick work built in cement mortar including all quoins, arches, pillars etc. and removal of demolished material away from site complete all as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drain (not exceeding 1.5 m in width or 1.5 m in depth) including dressing of sides and ramming of bottoms, any type of soil including getting out complete all as specified & directed.

M&L for PCC in (1:4:8) type C-2(using 40mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed.

M&L for RCC M-30 (Design mix) concrete in walls, retaining walls, basement walls, ballast walls and the like, any thickness complete all as specified and directed.

M&L for Precast RCC cover slab of drains using RCC M-30 (Design mix) and set in CM 1:4 including cost of formwork/mould complete all as specified and directed. Note : Reinforcement shall be measured and paid separately.

S&F 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed.

Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc.

M&L for rendering 15 mm thick on brick work or concrete surfaces in cement mortar CM (1:4) mixed with Liquid Water Proofing Compound as per manufacturer instruction and finishing wall surfaces even and smooth complete all as specified and as directed. Note : Liquid Water Proofing Compound shall be measured and paid separately.

Supply only Liquid Water Proofing Compound complete all as specified and directed.

M&L for Finishing new walls surfaces with Acrylic Smooth exterior paint of required shade : with two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm including preparation of new plastered/ concrete surfaces complete all as specified and as directed.

M & L for one coat of concrete bonding agent applied on old concrete surface by brushing or spraying before placing new concrete (it is required for bonding new concrete & old concrete) as per manufacturer's instructions complete all as specified and directed.

M&L for exposing the corroded reinforcement completely along its full circumference, cleaned to remove all loose scale and corrosion deposit applying rust removing chemical followed by removing the rust by emery paper and cleaning the area thoroughly by water and allow it to dry complete all as per direction of manufacturer and all as specified and directed.

Supply and Application of Epoxy Zinc rich primer on the prepared reinforced surface by brush, the primer should have a minimum Specific gravity 1.75, minimum wet film thickness/coat 100 microns & dry film thickness/coat 40 microns. Minimum Adhesive bond strength with steel is 1.5 N/Sqmm complete all as specified and directed.

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Supply, Installation, testing and commissioning of transformer of capacity 25 kVA step down, pole mounted, BEE 2 Star Rated (Energy Efficiency Level with No 3 (Amended to level-2 as per IS-1180-2014 amendment No 4), outdoor type, copper wound, vector group DYN, 11/0.433 KV, AC, 3 Phase, 50Hz on secondary side double wounded, oil immersed, naturally air cooled with external cooling tubes/radiator having tapping at (±) 2.5%, (±)5%, (±) 7.5% changed by hand operated OFF Load tap changing gear, suitable on ambient temperature of 50 degree celcius and the transformer confirming to IS 1180(Part-I)-2014 and comprising of following accessories :- (a) 3 Nos porcelain HV bushing with arcing horns on HV side suitable for 11 KV complete with bushing rods, nuts and washers etc. (b) 1 No cable box on LV side consisting of 04 Nos porcelain bushing with bushing rods, nuts, washers with cable gland of suitable size for reception of cable. (c) Oil conservator tank with filler type drain valve. (d) Dehydrating breather assembly with first filling of Silica gel. e) Explosive vent with double diaphragm & sight glass. (f) Thermometer Pocket on tank cover. (g) Two earthing terminals on transformer body to facilitate fixing of 32x6 mm GI strips (h) 01 No of thermometer dial type, vapour pressure type having range 0-120 Degree celsius (j) Rating and terminal marking plate. (k) Oil level gauge.

S & F Steel tubular poles complete with base plate 6mm thick welded with pole, finial taper plug, bolt, nut and screws as specified type 410 SP-55 (11 Mtr long) including one coat of red-oxide zinc chrome primer and two coats of aluminium paint on surfaces exposed to view and making 30cm wide strips with white and black paint alternatively on external surface above PCC benching, numbering with black paint and painting with bituminous paint internally complete and externally for portion embedded in PCC complete all as specified and directed. Note : (i) Design/Drawing/BOM of pole is to be obtained from the Manufacturer/Authorised supplier and the same is to be got approved from Engr-in-Charge prior to making order to the Manufacturer/Supplier. (ii) Earth work and PCC shall be measured separately.

S&F Pin type, porcelain, vitreous, white, brown or green insulator including one galvanised mild steel spindle, two galvanised iron washers and one galvanised iron nut, 150 mm height, 150 mm dia. for 11000 volts grade complete all as specified.

S&F Loop type insulator, vitreous porcelain, white, brown or green, large size, with overall dimensions 90mmx140mm, clearance of hole 25.5mm for maximum load of 3000 lbs, 11000 volts grade complete all as specified.

S&F Galvanised stay wire 7/8 SWG with GI thimble, stay bow, stay rod(1800mm & 19 mm dia nut bolts & fittings etc. complete all as specified and directed.

S&F Switch air break, gang operated, out door type, triple pole, HT 11000 volts, 400 Amps, vertical type with 3 insulators mounted with fixed contacts of phosphor bronze and moving contacts of copper, manually operated from ground level with operating mechanism including mild steel galvanised light grade 25mm bore operating rod, pad locking arrangement, complete all as specified and directed.

S&F Horn Gap expulsion fuse assembly with fuse carrier, triple pole HT 11000 Volts, upto 100 Amps, out door type (having two Nos post insulators mounted on MS Channel for each pole) all as specified and directed.

M&L for Cross arms, bracings, supports, clamps and back plates fabricated from structural mild steel sections conforming to Fe-410-0 grade including necessary nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape and size as directed and including applying two coats of aluminium paint (under & finishing coats) over a coat of red oxide zinc chromate primer on exposed steel surfaces complete all as specified.

M & L for painting of steel surfaces of two pole structure including cross arms, channel, fencing struts, posts etc. complete structure after Preparation of new untreated surface, with two coats paint after priming with red oxide complete all as directed.

M&L overhead Aluminium conductor, steel reinforced complete all as specified & directed.

M&L for 40 mm graded stone aggregates spreaded as loose filling in plinths of out door sub stns/ yards complete all as specified & directed.

Supply & fix 12KV, Static class, heavy rating, gapless, metal (Zinc) oxide lightning arrestor along with clamps, complete fitting & accessories for installation on outdoor type 11KV switchgear, transmission lines, transformers etc. with nominal discharge current 10KA complete all as specified and directed.

M & L for Anti-climbing device, spikes type fabricated out of M.S. bars (round, square and flat) including nuts, bolts, washers and welding in two halves made to shape to suit the cross section of the pole complete all as specified & directed.

M&L for MS galvanized chain link fencing including line wires, any mesh, size and type fixed to any type of standard rails/angles, straining bolts etc. including provision of binding wires complete all as specified & directed.

M&L for MS angle iron post & struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc., flat iron fillets for securing wire mesh conforming to Fe-290 E-165 complete all as specified & directed.

M&L for M-Sand filling, levelling, watering & consolidation in 15 cm layers on the level ground surface in Sub-Stations complete all as specified & directed.

M&L for spreading & levelling stone aggregate of size 20 mm on sand filling in the Sub-Stations complete all as specified & directed.

Supply, laying, connecting and testing XLPE cable insulated , screened, PVC bedded, galvanized steel strip or wire armoured, electric power cable (heavy duty) 1100 volts grade with stranded aluminium conductor of size 35 Sq mm 3.5 core in trenches / through GI pipe / fixed along with pole structure etc. with all fixing & connecting accessories complete all as specified and directed.

All as per item No.86.00 here-in-before but of size 25 sqmm, 4.0 core

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S & F steel tubular swaged pole swan neck bend on one side which provide lighting facility as specified type 410 SP-31 (9 Mtr long) as per IS 2713 including one coat of red-oxide zinc chrome primer and two coats of aluminium paint on surfaces exposed to view and making 30cm wide strips with white and black paint alternatively on external surface above PCC benching, numbering with black paint and painting with bituminous paint internally complete and externally for portion embedded in PCC complete all as specified and directed. Note : (i) Earth work and PCC shall be measured separately.

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Supply and fixing GI pipe light grade (ISI Marked) of size 50 mm for cable protection near drain/bridges/poles with necessary clamps complete all as specified & directed.

S&F cable junction box IP-66/67 weather proof for outdoor installation with metric knockouts for cable entry suitable for cable size 25 sqmm having dimension 205x255x112 mm including four terminals with single pole MBC 06 Amps mounted on din rail, fixing on steel tubular poles including necessary clamps, suitable double compression cable glands, lugs and GI nut and bolts complete all as specified and directed.

Supply and fixing LED street light 150 Watt (5700 CCT) outdoor type with pressure die-cast housing, toughened glass and secondary lens optics for City Road complete with driver, top opening driver cover for easy maintenance and corrosion resistant top opening driver cover for easy maintenance, efficacy upto 120 lm/W with IP 66 protection complete all as specified & directed.

M & L for Earthing complete with copper earth plate electrode 600x600x3.15 mm thick, buried directly in ground (earth pit not less than 2.25 metre deep below ground level) with top edge of plate not less than 1.5 metre below ground level, connected to copper strip of size 20 x 3mm by means of bolts, nuts, check nuts and washers of copper from earth plate to body of the equipment all as shown in electrical plate No 3 connected to earthing test point on completion with and including 40mm bore medium grade GI protection pipe (upto 7.5mtr long) for earth and 20mm GI medium grade for watering including PCC chamber pit & RCC cover with suitable lifting hooks, with funnel, wire mesh, common salt, charcoal filling, necessary excavation and earth work in any type of soil complete all as specified and directed. (For Transformer Neutral)

M&L for Earthing complete with galvanised steel earth plate electrode 600x600x6mm thick buried directly in ground (earth pit not less than 2.25mtrs deep below ground level) with top edge of plate not less than 1.5mtrs below normal ground level, connected to GI strip of size 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 3 connected to earthing test point on completion with and including 40mm bore medium grade GI protection pipe (upto 7.5mtr long) for earth and 20mm GI medium grade for watering including PCC chamber pit & RCC cover with suitable lifting hooks, with funnel, wire mesh, common salt, charcoal filling, necessary excavation and earth work in any type of soil complete all as specified and directed.

M&L for Earthing complete with galvanised steel earth plate electrode 600x600x6mm thick buried directly in ground (earth pit not less than 2.25mtrs deep below ground level) with top edge of plate not less than 1.5mtrs below normal ground level, connected to GI earth wire 4 mm 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 on completion with and including 15mm bore medium grade GI protection pipe (upto 7.5mtr long) for earth and 20mm GI medium grade for watering including PCC chamber pit & RCC cover with suitable lifting hooks, with funnel, wire mesh, common salt, charcoal filling, necessary excavation and earth work in any type of soil complete all as specified and directed.

M&L danger notice plate of 1.6mm thick mild steel sheet, vitreous enamelled white, with letters, figures and conventional skull and bones in signal red colour and fixed with M.S. clamps, bolts and nuts of approved size, for LT 20x15cm size complete all as specified & directed.

M&L for copper strip 20 x 3mm with saddles and fixing screws etc. fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. complete all as specified and directed

M & L for GI strip of size 32 mm x 6 mm as earth lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. complete all as specified and directed

M & L earth continuity conductor buried in ground or drawn in conduct/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 4.00 mm dia galvanised iron or steel wire complete all as specified & directed.

M&L for wiring for connection of street light to junction box along with earth wire single core multi stranded copper conductor FRLS unsheathed PVC insulated 1100 V grade cable drawn in to and including PVC conduct pipe of adequate width and length with accessories, clamps and fittings like bends, 2x 2.5sqmm + 1x2.5 sqmm wire complete all as specified and directed. Note: Three runs of 2.5 Sqmm cable shall be measured as unit length.

Supply & Fixing flexible hose pipe of size 16mm protection of copper wire complete all as specified & directed.

Supply, laying, connecting and testing XLPE cable insulated , screened, PVC bedded, galvanized steel strip or wire armoured, electric power cable (heavy duty) 11000(E) volts grade with stranded aluminium conductor of size 95 Sq mm 3 core in trenches / through GI pipe / fixed along with pole structure etc. with all fixing & connecting accessories complete all as specified and directed.

Supply and fix cable jointing kit for 11 KV (Earthed) grade cable for outdoor termination Heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured Al conductor cable of size 95 sq mm complete all as specified & directed.

Supplying and making straight through joint with cast resin compound including ferrules and other jointing materials for 4x25 sq.mm size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required complete all as specified & directed.

Grubbing up tree trunk of girth exc 30cm but not exceeding 150cm including cuttings of trunk portion protruding over ground, digging out roots, filling holes with earth and levelling 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 directed.

Grubbing up tree trunk of girth exc 150cm but not exceeding 300cm including cuttings of trunk portion protruding over ground, digging out roots, filling holes with earth and levelling 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 directed.

Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out any kind of soil including removal of soil to a distance of 50m complete all as specified and directed.

Supply & laying DWC HDPE pipe of size 77mm dia (OD-77mm & ID-63mm nominal) of grade SN-4 along with all accessories like socket, vent, coupler etc. jointed with solvent cement confirming to IS 14930 part-II laid in trenches or floors etc. complete all as specified and directed.

M&L for walling of random rubble masonry, well bonded, bedded and solidly hearted, built in CM (1:6) complete all as specified and directed.

IRON TRIANGLE LIMITED (BID ID -3178665)

MACKINTOSH BURN LIMITED (BID ID -3180064)

CHHABINDRA KUMAR PRADHAN (BID ID -3177844)

LIRA CONSTRUCTIONS PVT LTD (BID ID -3178994)

BRAITHWAITE AND CO. LTD. (BID ID -3179722)

M M SHAWL Engineers and contractors pvt ltd (BID ID -3186248)

CMRGS Infrastructure Projects Ltd (BID ID -3180228)

UNITED ROAD CONSTRUCTIONS PVT LTD (BID ID -3186720)

M/s Fortune Group (BID ID -3180499)

M S INFRAENGINEERS PRIVATE LIMITED (BID ID -3179754)

SRICO PROJECTS PVT LTD (BID ID -3186532)

JKG INFRATECH PRIVATE LIMITED (BID ID -3180583)