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| 1 | Civil Work |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material Ordinary Rock (not requiring blasting) Mechanical Means |
| 3 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. A PCC Grade M15 using batching plant & Concrete pump. |
| 4 | Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. |
| 5 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Bottom Plug PCC Grade M25 Using Concrete Mixer |
| 6 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Well curb RCC M35 Grade Using concrete mixer |
| 7 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Well cap RCC Grade M35 Using Batching Plant, Transit Mixer and Crane/concrete pump |
| 8 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Well steining RCC M35 Grade Using concrete mixer Morth |
| 9 | Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.Bouldery strata(7 m dia well ) Extra over item no. 12.13 (A) & (B) irrespective of depth for sinking in rock bouldery strata Depth below bed level upto 3.0 M |
| 10 | Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.Bouldery strata(7 m dia well ) Extra over item no. 12.13 (A) & (B) irrespective of depth for sinking in rock bouldery strata Beyond 3m upto 10m depth |
| 11 | Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.Bouldery strata(7 m dia well ) Extra over item no. 12.13 (A) & (B) irrespective of depth for sinking in rock bouldery strata Beyond 10m upto 20m |
| 12 | Sand filling in well complete as per drawing and technical specification |
| 13 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 14 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M35 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump |
| 15 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M35 Height 5m to 10m With Batching Plant, Transit Mixer and Concrete Pump |
| 16 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M35 Height above 10m With Batching Plant, Transit Mixer and Concrete Pump |
| 17 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M40 Height above 5 TO 10m With Batching Plant, Transit Mixer and Concrete Pump |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 19 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications Note: 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter. 2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately. |
| 20 | Back filling behind abutment, wingwall and return wall complete as per drawing and Technical Specification Granular material |
| 21 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 22 | Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings) |
| 23 | Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade) |
| 24 | Plain/Reinforced cement concrete in super-structure complete as per drawing and technical specifications PCC Grade M15 |
| 25 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/ PSC Grade M35 Using Batching Plant, Transit Mixer and Concrete For solid slab super-structure Pump For solid slab super-structure, Height 5m to 10m |
| 26 | Plain/Reinforced cement concrete in super structure complete as per drawing and Technical Specifications Height upto above 10M RCC Grade M35 using batching plant transit mixer & Concrete pump For T-beam & slab, |
| 27 | Supplying, fitting and placing HYSD bar reinforcement in super -structure complete as per drawing and technical specifications |
| 28 | Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. |
| 29 | Drainage Spouts complete as per drawing and Technical specification |
| 30 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all leveArea of slab over 0.50 sqmls.Granite stone slab of colour black, Cherry/Ruby red Correcting Factor (0.973) & Cost Index(0.97) |
| 31 | Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMCseries) 100mmx50mm, 1.2metres high above ground, 2mcentre tocentre, complete as per approved drawings |
| 32 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Correcting Factor (0.973) & Cost Index(0.97) |
| 33 | Supply and fixing of 21 mm toughened (tempered) glass on stainless steel railing with all necessary fixtures, gaskets and sealants as per drawings and Engineer-in-Charge’s instructions. Correcting Factor (0.973) & Cost Index(0.97)/1.18 |
| 34 | Supply and fabrication of steel truss bridge as per detailed drawing attached including supply of all structural steel E-350 confirming IS 226 - 1969 required for proper completion of the bridge including ground errection of the bridge and one coat of approved quality anticirrosive (red oxide) paint of confirming IS 5660, all T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing, required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job, the rates shall include ground errection in the workshop and its dismentling after inspection, approval and removing defects, match marking of all parts, numbering and proper stacking in the premises of workshop before cartage to site of work. The work shall be executed in accordance to IS - 1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P etc. required for proper completion of the work. including cost of cartage from workshop to Bridge Site including safe stacking of parts. |
| 35 | Erection of Steel Truss (Girder) Bridge (up to 60m span) as per drawing with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly vetted by a recognised reputable institution/ consultant if required) and approved by the engineer-in-charge. Service bolts to used shall be of approved make. The rate including of cost of all labour, T&P, quipments, civil work and consumables, cost of arranging, fabricating, errecting and dismantling of erection scheme including the cost of its designing, revising, supervision by contractor's designeer at site during erection, also including cost of all safety measures and necessary insurances of bridge and labours for proper completion of the work as per MORTH specification no. 1905 including fabrication of launching nose. Rate for upto 60m span as per SOR=26,873.00 , AS PER SITE 75M SPAN =(26,873.00 X75/60) |
| 36 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing (Excluding Cost of Bearing) consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications. |
| 37 | FIXED BEARING- 527.89 Tonne |
| 38 | FREE BEARING- 529.26 Tonne |
| 39 | LONGITUDINAL BEARING - 528.18 Tonne |
| 40 | TRANSVERSE GUIDED BEARING- 530.11 Tonne |
| 41 | Supplying and fixing of 24 mm dia & 20MM Dia high friction grip bolts 10.9 grade, nuts and washers confirming to the latest IS Code including all labour, material, riveting gun, T&P etc. required for proper completion of the work. 24mm Dia H.S.F.G Bolt 10.9 Grade (90MM LONG) |
| 42 | Supplying and fixing of 24 mm dia & 20MM Dia high friction grip bolts 10.9 grade, nuts and washers confirming to the latest IS Code including all labour, material, riveting gun, T&P etc. required for proper completion of the work. 24mm Dia H.S.F.G Bolt 10.9 Grade (100MM LONG) |
| 43 | Supplying and fixing of 24 mm dia & 20MM Dia high friction grip bolts 10.9 grade, nuts and washers confirming to the latest IS Code including all labour, material, riveting gun, T&P etc. required for proper completion of the work. 24mm Dia H.S.F.G Bolt 10.9 Grade (100MM LONG) |
| 44 | Supplying and fixing of 24 mm dia & 20MM Dia high friction grip bolts 10.9 grade, nuts and washers confirming to the latest IS Code including all labour, material, riveting gun, T&P etc. required for proper completion of the work. 20mm Dia H.S.F.G Bolt 10.9 Grade (100MM LONG) |
| 45 | Supplying and fixing of 24 mm dia & 20MM Dia high friction grip bolts 10.9 grade, nuts and washers confirming to the latest IS Code including all labour, material, riveting gun, T&P etc. required for proper completion of the work. 20mm Dia H.S.F.G Bolt 10.9 Grade (110MM LONG) |
| 46 | Supplying and fixing of 24 mm dia & 20MM Dia high friction grip bolts 10.9 grade, nuts and washers confirming to the latest IS Code including all labour, material, riveting gun, T&P etc. required for proper completion of the work. 20mm Dia H.S.F.G Bolt 10.9 Grade (120MM LONG) |
| 47 | Supply and cartage up to site of 44mm Dia.,LCBR, RH, Galvanized Class A, PLASTIC COATED, PRESTRETCHED, GRADE-1570, MBL-1840 KN, in accordance with IS 9282 of USHA MARTIN make including One End OSS and other end Adjustable OSS |
| 48 | S1- 5.190 Rmt |
| 49 | S2- 7.228 Rmt |
| 50 | S3- 8.080 Rmt |
| 51 | S4- 10.005 Rmt |
| 52 | S5 - 10.314 Rmt |
| 53 | S6 - 12.051 Rmt |
| 54 | S7 - 12.251 Rmt |
| 55 | S6 - 12.051 Rmt |
| 56 | S9 - 13.394 Rmt |
| 57 | S10 - 14.132 Rmt |
| 58 | S11- 14.075 Rmt |
| 59 | S12- 14.405 Rmt |
| 60 | Road Studs / Cat Eye: Providing and fixing of single mould twin shank reflective road studs of‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro– reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer. |
| 61 | Solar Road Studs: Providing and fixing Solar Powered Road Studs (Rectangular) of size not less than 100mm x 100 mm x 10 mm or (Circular) of dia 130+/- 6mm and height 30 +/- 2mm (with 8 super bright LEDs for long visibility from distance greater than 800 m) having twin shank and body made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13635 kg tested in accordance with ASTM D 4280 and water resistance as per IP 65 in accordance with IS 12063:1987, fixed to the road surface using adhesives and the procedure recommended by the manufacturer as per Clause No. 804.6 and 804.7 of MORTH specifications. |
| 62 | Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand onsteel surface after through cleaning of surface to give an even shade) |
| 63 | Road Delineators : (Supplying and installation of delineators (road way indicators, hazard markers, object markers) Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79. |
| 64 | Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 |
| 65 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 66 | Gravel/Soil-Aggregate Base (Table 400.2) Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 |
| 67 | WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Manual Means |
| 68 | Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. |
| 69 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush,Red sand stone |
| 70 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil) |
| 71 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10 Nominal mix 1:3:6 |
| 72 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) |
| 73 | Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ordinary Soil Upto 3 m to 6 m depth |
| 74 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) |
| 75 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 30 |
| 76 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 77 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. asper drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 78 | Supply, Erection, testing and Commissioning of Street Lighting Feeder Pillar fabricated out of suitable size angle iron and flats and covered with 2mm thick cold rolled CRCA sheet, weather proof powder coated painting etc. confirming to IP 55 Complete with Al. Bus Bar, inter-connection with solid/stranded copper conductor wire/copper strips, glands neutral links etc., and mounted with following switchgears etc. complete. (a) Incomer details: 1 Set Three Phase, 4 wire Energy Meter along with 1 No. 63Amp FP MCCB, 25kA breaking capacity with heavy duty solid neutral link with thermal release having O/L and short circuit protection(b) RTU to control the road lighting luminaries per phase with easy programming remotely with PC, automatic ON and OFF time as per the uploaded programming, Reports can be downloaded through web UI(b) Bus Bar : 100Amps, TPN, 415V, Aluminium Bus Bar shall be insulated by heat shrinkable sleeves & clip on shroud for joints.(c) Outgoings: 6Nos, 16Amp, 10kA, TPN MCB with all required accessories complete. |
| 79 | Supply, erection, testing and commissioning of 3-meter-high decorative street light pole, fabricated from galvanized iron of octagonal shape, with single upward arm, including fixing with foundation bolts, nuts, washers and all necessary fittings, complete in all respects as per specifications and directions of the Engineer-in-Charge. |
| 80 | Supply, installation, testing and commissioning of decorative LED street light fitting of approved make and design, suitable for mounting on pole, having a minimum capacity of 45W, complete with necessary accessories and connections, as per specifications and directions of the Engineer-in-Charge. |
| 81 | LED Rope Light (LED Strip Light) Conforming To IS 10322 (Part 5/Section 9) (Under BIS Scheme - II) (Q3 Category) Supply, installation, testing and commissioning of decorative LED Rope light of approved make and design on bridge structure, having a minimum capacity of 9W, IP65 or higher protection, complete with necessary accessories, supports and electrical connections, as per specifications and directions of the Engineer-in-Charge. |
| 82 | Bollard Lights ;-Supplying & installation, testing and commissioning of 3 feet height having 10 watt LED luminare with all accessories including connection etc. and complete as per Electrical Engineer-in-Charge and consultants.New generation, energy saving, environmental friendly, long life aesthetically designed aluminium landscape IP 65 luminaire for diffused lighting with high power LED Material of Garden lighting pole including lighting system (lantern/ luminaire) (Note: Wherever GI,MS,CI material used,material shall be ISI Marked) |
| 83 | Supply and transportation of following XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)./1554-I 3.5 Core x 50 Sq.mm XLPE Cable (For Incoming Power Supply to Feeder Pillars) |
| 84 | Supply and transportation of following XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)./1554-I 4 Core x 10 Sq.mm XLPE Cable |
| 85 | Supply and transportation of following XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)./1554-I 2 Core x 10 Sq.mm XLPE Cable |
| 86 | Supply and laying of 1.1kV grade, 3x2.5sq.mm. PVC insulated copper stranded conductor (P+N+PE) from Junction Box to luminaries |
| 87 | Laying of 1.1kV Al. Ar. XLPE cable of approved make, loose in existing pipe or trenches complete with necessary connections as per technical specification and entire satisfaction of engineer incharge 3.5 Core x 50 Sq.mm XLPE Cable Cost Index(0.97) |
| 88 | Laying of 1.1kV Al. Ar. XLPE cable of approved make, loose in existing pipe or trenches complete with necessary connections as per technical specification and entire satisfaction of engineer incharge 4 Core x 10 Sq.mm XLPE Cable Cost Index(0.97) |
| 89 | Laying of 1.1kV Al. Ar. XLPE cable of approved make, loose in existing pipe or trenches complete with necessary connections as per technical specification and entire satisfaction of engineer incharge 4 Core x 10 Sq.mm XLPE Cable Correcting Factor (0.973) & Cost Index(0.97) 2 Core x 10 Sq.mm XLPE Cable Cost Index(0.97) |
| 90 | Supply and making end termination with heavy duty brass compression gland and heavy duty Alluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size complete aas per specifications 3.5 Core x 50 Sq.mm XLPE Cable |
| 91 | Supply and making end termination with heavy duty brass compression gland and heavy duty Alluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size complete aas per specifications 4 Core x 10 Sq.mm XLPE Cable |
| 92 | Supply and making end termination with heavy duty brass compression gland and heavy duty Alluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size complete aas per specifications 2 Core x 10 Sq.mm XLPE Cable |
| 93 | Earthing |
| 94 | Supply and installation of UL Listed, CPRI tested copper bonded steel electrode of minimum 17.2mm dia with a minimum coating thickness of 250micron and length of 3meters filled with anti corrosive conductive compound with parameters sealing both the end complete aas per specifications |
| 95 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 96 | Providing & Laying earth connection from earth electrode to Road Lighting poles with 8SWG G.I. wire complete as required as per specification. |
| 97 | Supply and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (1meter below ground level) including earth work excavation and refilling the trench etc., complete in all respect as required. 55/50 mm dia |
| 98 | Supply and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (1meter below ground level) including earth work excavation and refilling the trench etc., complete in all respect as required. 90/76 mm dia Please Enable Macros to View BoQ information |
