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| 1 | HSR items |
| 2 | 4.12.1 Earth work in excavation by mechanical means (Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting outand disposal of excavated earth lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 3 | 4.14.1 Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches or drains (notexceeding 1.5 m in width or 10 sqm on plan), including dressingof sides and ramming of bottoms, lift up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavatedsoil as directed, within a lead of 50 m.All kinds of soil. |
| 4 | 10.100.2 Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth |
| 5 | 6.29.1 CENTRING AND SHUTTERING (FORM WORK)Centering and shuttering including strutting, propping etc. andremoval of form work for :Foundations, footings, bases for columns. |
| 6 | 6.33.6 Steel reinforcement for R.C.C. work, where not included in thecomplete rate of RCC, including straightening, cutting, bending,placing in position, binding, wastage, overlaps, welded joints,spacer bars, chairs, stays, hangers and annealed steel wire etc.complete in all respect below plinth levelThermo-Mechanically Treated bars of grade Fe-500D kgor more |
| 7 | 6.1.1 Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering and shuttering - All workbelow plinth level and up to Floor IV level:1 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size) |
| 8 | 15.26.1 Sand Filling (in trench etc.) complete as per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 9 | 15.28 Pile Foundation Bored cast-in-situ M35 grade R.C.C. Pile using Hydraulic Rig excluding reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead up to 1000 m. Pile diameter-750 mm |
| 10 | 15.42 Pile Load Test on single Vertical Pile inaccordance with IS:2911 (Part-IV) MORT&Hclause 1100(a)lnitial and routine load test |
| 11 | 15.43.2.1 Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification MORT&H clause 1100, 1500 & 1700RCC Grade M25Using Concrete Mixer |
| 12 | 15.44 Levelling Course for Pile capProviding and laying of PCC M15 levellingcourse 100mm thick below the pile capMORT&H clause 1100 & 1700 |
| 13 | 15.45 Supplying, Fitting and Placing un-coated HYSDbar Reinforcement in Foundation complete asper Drawing and Technical SpecificationsMORT&H clause 1600 |
| 14 | 15.47 Integrity testing of Pile using Low Strain/ SonicIntegrity Test/ Sonic Echo Test method inaccordance with IS 14893 including surfacepreparation of pile top by removing soil, mud,dust & chipping lean concrete lumps etc. anduse of computerised equipment and high skilltrained personal for conducting the test &submission of results, all complete as perdirection of Engineer-in-charge |
| 15 | 24.1.3 Earthing with G.I. earth plate 600 mmx 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required. |
| 16 | 24.1.5 Extra for charcoal or coke and salt for G.I. plate or copper plate earth electrode. |
| 17 | 24.1.6 Supplying and laying 25mm x 3mm G.I. strip at 0.5 metre below ground as strip earth electrode including soldering etc. as required. |
| 18 | 34.29.2 Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres centre tocentre founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and comer post shall bestrutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixedwith GI staples, tum buckles etc complete as per clause 807 |
| 19 | NS items |
| 20 | NS-1 Supply, laying, testing and commissioning of S/C 1200mm Sq. copper Milliken conductor 132 KV XLPE Cable for d/c and s/c including loops and riser in flat formation with one spare cable for each circuit (6+2 for d/c and 3+1 for s/c) and allied works complete in all respects including petty materials required for erection / fixing with trench method / directly buried / loose / duly fixed on gantry / in main holes for jointing bays as required on through rate basis as per technical specification of HVPNL complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. Make KEI / Universal / LS cable. |
| 21 | NS-2 Supply, erection, testing and commissioning of end termination for 132KV 1200mm sq copper milliken conductor XLPE cable as per technical specification suitable for above cable as per bidder\"s standard designas per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 22 | NS-3 Supply, erection, testing and commissioning of 1x300mm2, copper conductor, PVC insulated, unarmourd, 6.6 KV sheath bonding cable(to be decided as per requirement)and allied works complete in all respects including petty materials required for end termination connection / erection / fixing with trench method / directly buried / loose / duly fixed on gantry / in main holes for jointing bays as required on through rate basis as per technical specification of HVPNL complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. Make KEI / Universal / LS cable. |
| 23 | NS-4 Supply, erection, testing and commissioning of double circuit utility mono pole suitable for 132 KV DC lines (price offered for all structural components of the pole. Anchor Bolts, Anchor Plate and Template as per IS-802 (design should be approved by CPRI / IIT as required by HVPNL) including installation part:- Unloading assembly and erection of 132 KV double circuit pole as per HVPNL technical specifications (but without civil work) complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. (Make as per approved list of HVPNL) |
| 24 | NS-5 Supply, erection, testing and commissioning of Silicon Polymer 120 KV Lightening arrestor with Surge Conductor and earthing materialas per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 25 | NS-6 Supply and erection of hot dip galvanized MS channel / angle / flat along with necessary nuts bolts etc. duly fabricated for Gantry structure / cable trench / cable terminal or other frame work for installation of cable / link boxes / LA etc. as per approved design of HVPNL complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 26 | NS-7 Supply, erection, testing and commissioning of Hardware fittings for 132 KV Polymer tension insulator terminal connection including petty materialetc. for ACSRZebra conductors etc.as per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 27 | NS-8 Supply, erection, testing and commissioning of Hardware fittings for 132 KV Polymer tension insulator terminal connection including petty materialetc. for ACSRPanther conductors etc.as per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 28 | NS-9 Stringing and sagging of conductor Zebra including required petty materil for dead end termination 6x(74+102) as per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 29 | NS-10 Stringing and sagging of conductor Panther including required petty materil for dead end termination 3x(277+34) as per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 30 | NS-11 Stringing and sagging of Earth conductor including required petty materil for dead end termination as per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 31 | NS-12 Supply, erection, testing and commissioning of 132 KV insulator (Polymer rod insulator) 120 KN tension or post type including hardware fitting for ACSR Zebra / Panther, vibration demper, sleave and other petty materials as per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 32 | NS-13 Supply, erection, testing and commissioning of hardware for earth wire, tension clamp,vibration demper, sleave and other petty materials as per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 33 | NS-14 Supply, erection, testing and commissioning of phase Link box with SVL (to be decided as per requirementas per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 34 | NS-15 Supply, erection, testing and commissioning of phase Link box without SVL(to be decided as per requirementas per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 35 | NS-16 Supply and erection of barbed wire for anticlimbing of mono pole including petty material as per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 36 | NS-17 Supply, erection, testing and commissioning of number plate as per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 37 | NS-18 Supply, erection, testing and commissioning of Danger plate as per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 38 | NS-19 Supply, erection, testing and commissioning of Phase plate (set of 3) as per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 39 | NS-20 Dismantlement of existing of 0.2Sq\" ACSR /0.4sq\" ACSR / earth wire conductor complete with H/W fitting insulator for the above line their transportation & proper stacking at dedicated store of HVPNL andas per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 40 | NS-21 Supply, erection & Laying of warning tapeas per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 41 | NS-22 Service charges for detailed design approval from CPRI / IITs for Mono pole, foundation, trench etc. as required by HVPNL |
| 42 | NS-23 Dismantlement of Tower complete along with accessories and their transportation & proper stacking of 1 no. at any dedicated store of HVPNL. The dismantlement of tower shall also include dismantlement of sub concrete upto a depth of 1M (one meter) from natural ground level, back filling, compaction and clearing the site of debris as per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 43 | a) 132 KV S/C \"A+0\" type tower HSEB design (6918.58 KG Per No.) |
| 44 | Total weight of dismantlement Tower = 1918.58 KG |
| 45 | NS-24 Dismantlement of Tower complete along with accessories and their transportation & proper stacking of one no. at any dedicated store of HVPNL. The dismantlement of tower shall also include dismantlement of sub concrete upto a depth of 1M (one meter) from natural ground level, back filling, compaction and clearing the site of debris as per HVPNL technical specifications complete in all respect up to the entire satisfaction of Engineer-in-Charge of the work. |
| 46 | a) 132 KV D/C \"DD+12\" type tower KRR design (6614.169+5572.85 = 12187.019 KG per No.) |
| 47 | b) 132 KV D/C \"DD+12\" type tower KRR design (6614.169+5572.85 = 12187.019 KG per No.) |
| 48 | Total weight of dismantlement Tower = 26007.528 |
| 49 | Special Note:- Non availability certificate from DHBVNL authority will be taken by the contractor and same shall be submitted to Electrical Division, PWD B&R Br., Rohtak before executing the work. |
