Public Works Department-PWD has published Under The Implementation Of Development Works Of Junctions Of Pan City Area Of Aligarh Smart City, Beautification Of Sootmeel Chauraha, Work Related To Drainage And Electrical Under Grounding-2 Excavation For Roadworkin Soil With Hydraulic Excavator I. Submission Date for this Tender is 21-05-2022. Coats and Jackets Tenders in aligarh Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 11-May-2022 | Extend Date | Date | 21-05-2022 |
| Sl. No. | Item Description |
| 1 | For Civil Work |
| 2 | Excavation for roadworkin soil with hydraulic excavator including cutting and loading in tippers, trimming bottomand side slopes, inaccordancewithrequirementsoflines,gradesand cross sections, andtransporting to theembankment location within all lifts andlead upto 5000m.As per Morth Specification Clause 301 (3.06) (Including all taxes but Excluding G.S.T.) |
| 3 | Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. As per Morth Specification Clause 305.3.4 (3.20) (Including all taxes but Excluding G.S.T.) |
| 4 | Construction 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 As per Morth Specification. (Including all taxes but Excluding G.S.T.) |
| 5 | Providing , laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH Specification clause-406 (Including all taxes but Excluding G.S.T.) |
| 6 | Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per Morth Specification 502, Sr no. 5.01 (Including all taxes but Excluding G.S.T.) |
| 7 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 (5.04) complete in all respects. (Including all taxes but Excluding G.S.T.) |
| 8 | Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. As per Morth Sp. Clause 503(5.02) (Including all taxes but Excluding G.S.T.) |
| 9 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 (5.05) complete in all respects. (Including all taxes but Excluding G.S.T.) |
| 10 | Dismantling of flexible pavements and disposal of dismantledmaterials up to a lead of 5000 metres, stacking serviceable andunserviceable materials separately. As per Morth Specification 202, (2.05) (Including all taxes but Excluding G.S.T.) |
| 11 | Providing and laying 40 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005Cum. per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 (5.11). (Including all taxes but Excluding G.S.T.) at rotary. |
| 12 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per Morth Specification clause 409(8.02) (Including all taxes but Excluding G.S.T.) |
| 13 | Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer-In Charge within a distance of 60 meters (200 feet). PWD Aligarh SOR Ch-17, S.I. 694 (Including all taxes but Excluding G.S.T.) |
| 14 | Finishing walls (Two coats) with acrylic emulsion paint of approved brand and manufacture and of required shade on undacorated wall surface to give even shade including curing, cost of all materials, labours, T&P etc. required for proper completion of the work. PWD Aligarh SOR Ch-15, S.I. 34 (Including all taxes but Excluding G.S.T.) |
| 15 | Brick Masonry Work inCement Mortar 1:3 in Foundation completeexcluding Pointing andPlastering, as per Drawingand Technical Specifications. As per Morth Specification Clause 12.02 sr 1300 (Including all taxes but Excluding G.S.T.) |
| 16 | Plastering with cement mortar(1:3 ) on brick work in sub structure as per TechnicalSpecifications. As per Morth Specification 1300 & 2200 (13.03) (Including all taxes but Excluding G.S.T.) |
| 17 | Providing and fixing 18 mm thick Granite (gang saw cut), (Slab area Above 0.50 Sq.M.) 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 to edges to give high glossy finish etc. complete at all levels. PWD Aligarh SOR Ch-14, S.I. 8(b) (Including all taxes but Excluding G.S.T.) |
| 18 | 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.). PWD Aligarh SOR Ch-10, S.I. 15(New) (Including all taxes but Excluding G.S.T.) |
| 19 | Retro-reflectorised Traffic sign as per IRC-67-2012 providingand fixing of retro-reflectorised cautionary, mandatory andinformatory sign as per IRC :67 2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45 cmx 45 cmx 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour andluminance, shrinkage, flexibility, liner removal, adhesion,impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government LaboratorylInstitute by the manufacturer of the sheeting and in case thecertificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification(D4956-09) on artificialaccelerated weathering requirementsfrom a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC67:2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the samein form of government report shallbe uploaded while quoting tender) 30×90 cm +45×78cm Gaurded/unguearded Railway Crossing as per Morth Specification 801 (8.4) & PWD LKO SOR CH.-26 SI-18 (x) (30x90Cm) Left Right object Hazard) (Including all taxes but Excluding G.S.T.) |
| 20 | Retro-reflectorised Traffic sign as per IRC-67-2012 providingand fixingof retro-reflectorised cautionary, mandatory andinformatory sign as per IRC :67 2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflectivesheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour andluminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government LaboratorylInstitute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of productby the manufacture in abroad. Alternatively, acertificate conforming to ASTMSpecification(D4956-09) onartificialaccelerated weatheringrequirementsfromareputed laboratoryinIndiacan beaccepted provisionally.Insuch asituation,theEmployer/ Client,ifso desires,couldseek foraperformanceguarantee which would bereleased after receipt of certificate meeting the requirement of threeyears outdoorweathering of the sheeting as perIRC67:2012.Legends,letters,numeralsand borders etc should beas perMORTH specification No-801.3.7. Proof of the sameinformofgovernmentreport shallbe uploadedwhile quotingtender. xi)45×90cm+45×78cmGaurded/unguearded Railway Crossing as per Morth Specification 801 (8.4) & PWD LKO SORCH.-26SI-18 (xi) (45x90Cm Two way objet Hazard) (Including all taxes but Excluding G.S.T.) |
| 21 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. as per Morth Specification 803 (8.13) & PWD SOR CH.-26 SI-2 (Including all taxes but Excluding G.S.T.) |
| 22 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on (8.13) -Base Bituminous Surface. (Repeated / Tranvers bar) Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35.2015 The finished surface to be level, uniform and free from streaks and holes. as per Morth Specification 803 (8.13-base) & PWD LKO SOR CH.-26 SI-3 (Including all taxes but Excluding G.S.T.) |
| 23 | Traffic Cone : Supply of red fluorescent with reflective sleeve traffic cone a square base of 300 to 500 mm & Thickness 35 mm and a height of 1000 mm to 500 mm. They shall be brilliant red/ orange yellow and shall be made of LDPE material that can be struck without causing damage to impacting vehicles. Retro-Reflect orization of cone shall be provided by a 150 mm wide white band located 75 to 100 mm from the top of the cone and additional 100 mm wide white band located approximately 50 mm below the 150 mm band. The rate shall include all materials, labour, T&P. transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. IRC:SP-55- 2014 as per Morth Specification (IRC Sp. 55-2014) & PWD Lko SOR Ch.-26 SI-22. (Including all taxes but Excluding G.S.T.) 750 mm Height |
| 24 | Dismantling & Shifting of existing over head/ gantry etc. and return to departmental PWD store otherwise market rate will be deducted from contractor bill (Including all taxes but Excluding G.S.T.) |
| 25 | Providing and laying vitrified floor tiles in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. (B) Without lean concrete (i) PWD Aligarh SOR Ch-14, S.I. 16 (b)(i)500×500 mm size tiles. (Including all taxes but Excluding G.S.T.) |
| 26 | For Drain Work |
| 27 | Providingandlayingcement concrete in1:3:6(1Cement :3 Coarse sand : 6 graded stone aggregate 40mmnominal size) includingsupplyof allmaterials,laboursandT&P etc.required for propercompletion of the work.In Foundation andfloors. PWD Aligarh SOR Ch-5, S.I. 280 (Including all taxes but Excluding G.S.T.) |
| 28 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement-All works up to plinth level: (Stamped Concrete) (PWD Aligarh SOR Ch-5 S.I-6a) (Including all taxes but Excluding G.S.T.) |
| 29 | a) 1:1.5:3 (1 cement : 1.5 coarsesand : 3graded stone aggregate 20 mm nominal size) |
| 30 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per Morth Speciation No. 12.42 (1600) (Including all taxes but Excluding G.S.T.) |
| 31 | For Duct Work |
| 32 | Providingandlayingcement concrete in1:3:6(1Cement :3 Coarse sand : 6 graded stone aggregate 40mmnominal size) includingsupplyof allmaterials,laboursandT&P etc.required for propercompletion of the work.In Foundation andfloors. PWD Aligarh SOR Ch-5, S.I. 280 (Including all taxes but Excluding G.S.T.) |
| 33 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement-All works up to plinth level: (Stamped Concrete) (PWD Aligarh SOR Ch-5 S.I-6a) (Including all taxes but Excluding G.S.T.) |
| 34 | a) 1:1.5:3 (1 cement : 1.5 coarsesand : 3graded stone aggregate 20 mm nominal size) |
| 35 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per Morth Speciation No. 12.42 (1600) (Including all taxes but Excluding G.S.T.) |
| 36 | For Stamped Concrete Work |
| 37 | Providingandlayingcement concrete in1:3:6(1Cement :3 Coarse sand : 6 graded stone aggregate 40mmnominal size) includingsupplyof allmaterials,laboursandT&P etc.required for propercompletion of the work.In Foundation andfloors. PWD Aligarh SOR Ch-5, S.I. 280 (Including all taxes but Excluding G.S.T.) |
| 38 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement-All works up to plinth level: (Stamped Concrete) (PWD Aligarh SOR Ch-5 S.I-6a) (Including all taxes but Excluding G.S.T.) |
| 39 | a) 1:1.5:3 (1 cement : 1.5 coarsesand : 3graded stone aggregate 20 mm nominal size) |
| 40 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per Morth Speciation No. 12.42 (1600) (Including all taxes but Excluding G.S.T.) |
| 41 | Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. HDPE Pipe Conforming to IS: 4984-1995(Including all taxes but Excluding G.S.T.) 160 mm PN6 (Including all taxes but Excluding G.S.T.) |
| 42 | For Bridge work |
| 43 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Carted earth 10 km (Including all taxes but Excluding G.S.T.) (For Diversion) |
| 44 | For Bandha |
| 45 | Supply & laying 1200mm dia R.C.C. Hume Pipe as per Direction of E/I. (Including all taxes but Excluding G.S.T.) (For Diversion) |
| 46 | 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 andbottom and backfilling with approved material. As per Morth Specification 12.01 Clause 304 (B) (Including all taxes but Excluding G.S.T.) |
| 47 | Dewatering work of underground water as well as surface water with the help of diesel engine pumping set during earth work in excavation of foundation for laying lean concrete and brick work in foudation (or as required), hire charging of pumping set, Fuel charge, labour and other T&P including cost of operation as per requirement at site & as direction by Engineer-in-Charge.(Including all taxes but Excluding G.S.T.) |
| 48 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification As per Morth Specification 710.1.4.of IRC:78 & 2200 S.I. 13.09 (Including all taxes but Excluding G.S.T.) |
| 49 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.grade As per Morth Specification 1500, 1700 & 2100 (12.08) (G) RCC Grade M30 Case-II (Including all taxes but Excluding G.S.T.) |
| 50 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. As per Morth Specification 1500, 1700 & 2200 (13.05) (G) RCC Grade M30 (p) (Including all taxes but Excluding G.S.T.) |
| 51 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super structure as per drawing and Technical SpecificationAs per Morth Specification 1500, 1600 & 1700 (14.01) (C) RCC Grade M 30 (Including all taxes but Excluding G.S.T.). Deck Slab M-30 |
| 52 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per Morth Speciation 1600 (12.42) (Including all taxes but Excluding G.S.T.) |
| 53 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and Technical Specifications. As per Morth Speciation No. 1600 & 2200 (13.06) (Including all taxes but Excluding G.S.T.) |
| 54 | Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications. As per Morth Speciation No. 1600 (14.02) (Including all taxes but Excluding G.S.T.) |
| 55 | Drainage Spouts complete as per drawing and Technicalspecification Clause 2705 (14.09) (Including all taxes but Excluding G.S.T.) |
| 56 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications As per MORTH Specification 2702 (14.04)(Including all taxes but Excluding G.S.T.) |
| 57 | Provision of an Reinforced cement concrete crash barrier at the bridge decks & approaches to bridge structures, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming MoRT&H Specification and as per details given IRC -5 including dowel bars , expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawingand at locations directed by the Engineer, all as specified. As per MORTH Specification 800 (14.15) (Including all taxes but Excluding G.S.T.) |
| 58 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.As Per Morth Specification 2700 (14.10) (Including all taxes but Excluding G.S.T.) |
| 59 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.As per Morth Specification 2100 (12.04) (M-10) (Including all taxes but Excluding G.S.T.) Below Raft, cut of wall & wing wall |
| 60 | Reinforced cement concrete approach slabincluding reinforcementand formwork completeas per drawing and Technical specification As per MORTH Specification1500,1600,1700 & 2704 (14.11) (Including all taxes but Excluding G.S.T.) |
| 61 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification As per MORTH Specification 2504 (16.05) (Including all taxes but Excluding G.S.T.) |
| 62 | Providing and laying Pitching on slopes laid over prepared filtermedia including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. As per Morth Specification 2504 (16.04) (Including all taxes but Excluding G.S.T.) |
| 63 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, extending through the full width of the structure with slope of 1V: 20H towards drawing foce. Complete as per drawing and Technical Specifications As per Morth Specification 2706 & 2200 (13.08) (Including all taxes but Excluding G.S.T.) |
| 64 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, fflorescence and applying paint @ of 1 litre for 2 sqm.As per Morth Specification 800 (14.16) (Including all taxes but Excluding G.S.T.) |
| 65 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantled material, disposal ofunserviceable material andstacking the serviceable material with all lifts and lead of 1000 metres.As per Morth Specification 202 (2.04) B (Including all taxes but Excluding G.S.T.) |
| 66 | Dismantling Brick / Tile work By Manual Means.As per Morth Specification 202 (2.04) B (Including all taxes but Excluding G.S.T.) |
| 67 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. As per Morth Specification 201 (2.02) (Including all taxes but Excluding G.S.T.) |
| 68 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification. As per Morth Specification 304 (12.03) (Including all taxes but Excluding G.S.T.) |
| 69 | Brick soling with straight overburnt bricks including preparation of subgrade to required camber and including supply of bricks, filling joints with locak earth spreading a blind coat of 1cm(3/8") depth of local erth P>I 5 to 7 or sand over the entire surface and including labours, T&P etc. required for proper completion of work. but with brickslaid on edge complete. PWD Aligarh SOR Ch.-20 SI No. 762 (b) (Including all taxes but Excluding G.S.T.) |
| 70 | Providingandlayingcement concrete in1:3:6(1Cement :3 Coarse sand : 6 graded stone aggregate 40mmnominal size) includingsupplyof allmaterials,laboursandT&P etc.required for propercompletion of the work.In Foundation andfloors. PWD Aligarh SOR Ch.-5, S.I. 280 (Including all taxes but Excluding G.S.T.) |
| 71 | Construction of Panel concrete plain cement concrete pavement, Thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of aggregate no exceeding 25 mm, mixed in a concrete mixer of not less that 0.2 Cum. capacity and appropriate weigh barrier using approved mix design, laid in approved fixed side formwork, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification Clause 1501, PCC Grade M-30 Each Panel (0.5x0.5) thickness 100 mm (Including all taxes but Excluding G.S.T.) |
| 72 | Laying of I shaped precast interlocking tiles of thickness 100mm (Ordinary Coloured) (compressive strength not less than 30 MPA and weight 4.5kg) including 25mm thick local sand base levelling and cressing of surface to required level and slope, filling joints with local sand all complete work including PWD Aligarh SOR Ch.-20 SI-11 (Including all taxes but Excluding G.S.T.) |
| 73 | For Electrical Work (Excuding G.S.T.) |
| 74 | ST Pole 13 Metre |
| 75 | M.S.Angle Iron 65x65x6 mm, bracing with 4 clamp |
| 76 | Top Channel 125x65 mm, 3200 mm with clamp |
| 77 | Stone Pad 300x300x75 mm |
| 78 | 11 KV Disc Insulators 70 KN B&S |
| 79 | 33 kv Disc Fittings |
| 80 | 33 kv pin Insulators |
| 81 | 33 kv pin with nut |
| 82 | Earth wire clamp with bolt & nut |
| 83 | PG Clamp for Dog |
| 84 | F Bracket |
| 85 | Number Plate |
| 86 | Danger Board with clamp |
| 87 | Barbed wire (33 KV DOUBLE POLE STRUCTURE) |
| 88 | Aluminium tape |
| 89 | Aluminium paint |
| 90 | Bolt, nut and washer |
| 91 | Redoxide paint |
| 92 | Stay set complete |
| 93 | Concreting of support |
| 94 | Earthing Complete |
| 95 | Concreting of Stay |
| 96 | ST Pole 11 Metre |
| 97 | Stone Pad 300x300x75 mm |
| 98 | Top Channel M.S 100x50x2240 |
| 99 | Cross arm 65*65*6 mm V type |
| 100 | Cross bracing M.S. Angle |
| 101 | Clamps with bolt & nut |
| 102 | ACSR Dog cond. For jumpering |
| 103 | Barbed wire |
| 104 | Danger Board with clamp |
| 105 | Concreting of ST Pole |
| 106 | Earthing Complete |
| 107 | F Bracket |
| 108 | 11 KV Disc Insulators B&S |
| 109 | 11 KV Disc fittings |
| 110 | 11 KV Pin Insulator |
| 111 | 11 KV Pin |
| 112 | M.S. T-off Channel |
| 113 | P.G. clamp (11 KV DOUBLE POLE STRUCTURE) |
| 114 | Stay Complete |
| 115 | Concreting of stay |
| 116 | Number Plate |
| 117 | 11 KV TPMO |
| 118 | Plinth for TF |
| 119 | Fencing |
| 120 | Fuse Set |
| 121 | Painting of Pole |
| 122 | LT Feeder Pillar type A |
| 123 | LT Feeder Pillar type B |
| 124 | LT Distribution Box-Type-C |
| 125 | Frame Structure made of Galvanised MS angle suitable for feeder pillar type – A/B/C |
| 126 | Cable end termination using total double compression brass glands and crimping type aluminum Thimbles for 3.5CX400 Sq. mm XLPE |
| 127 | Cable end termination using total double compression brass glands and crimping type aluminum Thimbles for 3.5CX240 Sq. mm XLPE |
| 128 | Cable end termination using total double compression brass glands and crimping type aluminum Thimbles for 3.5CX120 Sq. mm XLPE |
| 129 | LT Service Cable-XLPE AL Armoured-4X25 Sq. mm |
| 130 | LT Service Cable-XLPE AL Armoured-2X10 Sq. mm |
| 131 | Thimble of LT Service Cable 10 Sq. mm |
| 132 | Thimble of LT Service Cable 25 Sq. mm |
| 133 | Copper bonded rod for proper earthing of size (17.2mmX3000mm) with 02 Nos. chemical bag of 25Kgs. With all accessories |
| 134 | Cable Router Marker |
| 135 | PVC pipe heavy gauge 40 mm dia |
| 136 | Earthing Complete |
| 137 | 33KV HT Cable-XLPE-3X400 Sq. mm |
| 138 | 11KV HT Cable-XLPE-3X185 Sq.mm |
| 139 | LT Cable-XLPE-3.5X400 Sq. mm |
| 140 | LT Cable-XLPE-3.5X240 Sq. mm |
| 141 | LT Cable-XLPE-3.5X150 Sq. mm |
| 142 | 6” Diameter GI Pipe with clamp etc. |
| 143 | HDPE, PN-6 pipe (200mm dia) with clamp etc. |
| 144 | HDPE, PN-6 pipe (160mm dia) with clamp etc. |
| 145 | Heat Shrinkable jointing Kit for 33 KV XLPE-3X300 Sq.mm. Cable outdoor type |
| 146 | Straight through 3X300 mm |
| 147 | Heat Shrinkable jointing Kit for 11 KV XLPE-3X185 Sq.mm. Cable Outdoor type |
| 148 | Road restoration charge for pakka road crossing for LT/HT XLPE Cable |
| 149 | Road restoration charge for kachcha road crossing for LT/HT XLPE Cable |
| 150 | Digging of trench (incl. Loop) by excavation of earth, laying of bricks and filling of sand and earth ramming and dressing properly with with complete job for laying LT/HT XLPE cables |
| 151 | Laying of HDPE Pipe with HT XLPE cable upto size sqmm, 3.5X400, 3.5X240, 3.5X120, Properly with complete job |
| 152 | Laying of HDPE Pipe with HT XLPE cable upto size 3X185, 3X300 sqmm. Properly with complete job |
| 153 | Laying of LT Service cable upto size 4*25/2*10 Properly with complete job |
| 154 | Dismantal Charges with Carriage |
| 155 | Recieved Back Material |
| 156 | Old & Used ABC Cable |
| 157 | Old & Used Scrap ST POLE/RAIL/RS JOIST (13 Mtrs STP-50 Nos., 11 Mtrs. STP-68 Nos., 09 Mtrs. STP-08 Nos., RAIL-17 Nos., RS Joist-04 Nos.) |
| 158 | Old & Used XLPE 3X120 (Approx) |
| 159 | DOG/PANTHER Conductor (Approx 2800) |
| 160 | Iron Scrap |
| 161 | Labour and over head charges @30% on electrical items from Sr. no. 64 to 126 |
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