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| 1 | APPORACH AND INTERNAL ROAD- Construction of Subgrade and Earthen Shoulders(Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), (Including cost of testing of materials at site and laboratory as directed by the deptt.) |
| 2 | Granular Sub-Base with well graded material(Table 400-1)(B) By Mix in Place MethodConstruction of Granular Sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator with OMC and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401(Including cost of testing of materials at site and laboratory as directed by the deptt.)(i) For Grading I Material |
| 3 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density(with an initial lead of 5.0 km ) A) By Manual Means (I) For grading –II (b) Using Screening Type-A (13.2mm Agg.) |
| 4 | (II) For grading –III (c) Using Screening Type-B (11.2mm Agg.) |
| 5 | Providing and laying interlocking concrete block pavement (ICBP) conforming to IS: 15658-2006 including all lead and lift complete as per technical specification and directed.(a) 100 mm thick interlocking precast blocks having compressive strength 50 N/ sq.m |
| 6 | Providing and laying M-40 grade cement concrete edge block/ edge restraints complete asper technical specification clause 1504. |
| 7 | RCC DRAIN- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand(zone-III) : 6 graded stone aggregate 20 mm nominal size). |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 11 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 14 | CULVERT- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 15 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 16 | Providing and laying in positon cement concrete of specified grade excluding the cost of centering and shutttering - All work up to plinth level: a) In Prop. 1 cement : 3 Sand : 6 Coarse agg. by volume |
| 17 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering , shuttering, finishing and reinforcement - All works up to plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 18 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand) |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 20 | Centering and shuttering including strutting, propping etc, and removal of form for: Foundations, footings, bases of columns etc. for mass concrete |
| 21 | 12 mm Cement plaster of mix 1:6 ( 1 cement : 6 fine sand) |
| 22 | 15 mm Cement plaster on the rough side of single or half brick wall mix 1:6 ( 1 cement : 6 fine sand) |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 24 | CONSTRUCTION OF 11 KV & 3 PHASE LT LINE- GI Steel Tubular Pole, SP-66 |
| 25 | 11KV Danger Plate |
| 26 | 11 KV \"T\" Cross Arm (GI) with angle size 50x50x6mm |
| 27 | Galvanized Channel Cross Arm (100x50x6x2200) mm |
| 28 | Composite Polymeric 11 kV Pin Insulator (5 KN) FRP 24mm |
| 29 | Composite Polymeric 11 kV Disc Insulator (70 KN) with H/W Fitting(T&C) |
| 30 | ACSR Raccon Conductor |
| 31 | Al Bimatellic Wire |
| 32 | Tension Clamp for Raccon ACSR |
| 33 | 3Cx120 + 1Cx95sqmm (Meassenger cum neutral) |
| 34 | Cable tie |
| 35 | Anchor Clamp Wedge Type LT ABC as per NFC Standard |
| 36 | Suspension Clamp |
| 37 | Eye Hook for anchor & suspension Clamp |
| 38 | Pole Clamp of GI Flat 50x6mm |
| 39 | Cable End Caps for AB Cables |
| 40 | ASA Disbribution box with pre-fitted lug for 250A 3 Ph 10 connectors with spring loaded Busbar system for service connection. |
| 41 | Steel strap for installing DB size 20mm x 1m long |
| 42 | Buckle for steel strap for DB fixing |
| 43 | 10 Sq.mm AL PVC Cable per Distribution Box |
| 44 | Insulating piercing connector IPC P2x95 for DB charging as per NFC |
| 45 | Insulating piercing connector IPC P2x95 for ABC to ABC TEE connection as per NFC Std. |
| 46 | Insulated crimping type midspan joint (set contains 5 nos. ferrules as per cable) as per NFC std. |
| 47 | GI Earth Pipe, 50mm dia, 3 Mtr. Length |
| 48 | GI Wire 8 SWG for earthing |
| 49 | HT Stay Set |
| 50 | GI Stay Wire, 7/10 SWG |
| 51 | GI Nuts & Bolts with Washers (assorted) |
| 52 | LT Danger Plate |
| 53 | 11KV Danger Plate |
| 54 | Transportation & Storage Charges Rs. 86606.39 |
| 55 | Grouting & Mufflering of Steel Tubular Pole SP-22 |
| 56 | Grouting of Stay Set with PCC and Boulder |
| 57 | Supervision Charge amount payable to APDCL Rs. 59567.58 |
| 58 | Solart Street Lights- SEMI-Integrated (Two in One) / Integrated LED SolarStreet Light: LED Luminary rating 30 Watt,100 Wp 12 Volt Solar Panel, LiFePO4 Lithium FerroPhosphate Battery with 30 Ah Capacity, 12 Volt, 2000 Charge/Discharge Cycle,PWM with Auto Dusk-to-Dawn ON/OFF, Die Cast Aluminium enclosure with IP 66 rating along with 20 ft GI Tubular Pole (76mm round) and galvanised mounting accesories including 3 years comprehensive onsite warranty ((Make- LUMINOUS, Waaree, Phylips, Crompton, Bajaj or Equivalent) Please Enable Macros to View BoQ information |
