| 1 | 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | BI01010001010000000000000515BI0100001112 | 2.425 | Hct. |
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| 2 | 2 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous Course | | 274 | CuM |
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| 3 | 3 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Granular Course | | 92.5 | CuM |
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| 4 | 4 | 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 scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres In Cement Concrete (M 15 & M20 ) by Mechenical Means) | | 1400 | CuM |
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| 5 | 5 | 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 scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Brick work / Tile work in cement mortar | | 200 | CuM |
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| 6 | 6 | Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre | | 250 | RM |
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| 7 | 7 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | | 6663.3 | CuM |
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| 8 | 8 | 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. 300-2 | | 4626.25 | CuM |
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| 9 | 9 | Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407 | | 16753.5 | CuM |
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| 10 | 10 | Disposal of rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | | 8746.13 | CuM |
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| 11 | 11 | 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | | 1659.22 | CuM |
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| 12 | 12 | 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. | | 1714.25 | CuM |
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| 13 | 13 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. | | 7557 | SqM |
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| 14 | 14 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | | 15114 | SqM |
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| 15 | 15 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by 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. 507 complete in all respects. | | 906.84 | CuM |
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| 16 | 16 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent 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 MORTH specification clause No. 509 complete in all respects | | 377.85 | CuM |
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| 17 | 17 | 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. From 0.0 m TO 3.0 m Depth | | 5828.48 | CuM |
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| 18 | 18 | 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. From 3.0 m TO 6.0 m Depth | | 6890.4 | CuM |
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| 19 | 19 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-15 grade in Levelling Course | | 1350.3 | CuM |
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| 20 | 20 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-35 grade in foundation & base slab | | 8085.65 | CuM |
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| 21 | 21 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-40 grade in foundation & base slab | | 1269.5 | CuM |
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| 22 | 22 | Supplying, Fitting and Placing HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | | 1169.39 | MT |
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| 23 | 23 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications : M-35 grade in Sub-structure | | 4502.92 | CuM |
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| 24 | 24 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications : M-40 grade in Sub-structure | | 1154 | CuM |
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| 25 | 25 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | | 678.83 | MT |
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| 26 | 26 | Providing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical SpecificationM-35 grade in Superstructure | | 1045 | CuM |
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| 27 | 27 | Providing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification :M-40 grade in Superstructure | | 2327.71 | CuM |
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| 28 | 28 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | | 404.725 | MT |
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| 29 | 29 | Carry out confirmatory bore upto requireddepths at each foundation location of bridge complete in all respect including testing as per Technical SpecificationDepth between 0 to 10 m | | 20 | RM |
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| 30 | 30 | Carry out confirmatory bore upto requireddepths at each foundation location of bridge complete in all respect including testing as per Technical SpecificationDepth between 10 to 20 m | | 20 | RM |
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| 31 | 31 | Construction of cast in situ cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 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 clause 408 | | 3126 | RM |
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| 32 | 32 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | | 90 | CuM |
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| 33 | 33 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing | | 13.5 | SqM |
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| 34 | 34 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing | | 18 | SqM |
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| 35 | 35 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans Truss and vertical support | | 12 | Tonne |
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| 36 | 36 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans Alluminium Alloy Plate for Overhead sign | | 36 | SqM |
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| 37 | 37 | 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 .The finished surface to be level, uniform and free from streaks and holes and as per Technical Specification Clause 803 | | 1184 | SqM |
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| 38 | 38 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | | 2000 | SqM |
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| 39 | 39 | Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). | | 1000 | RM |
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| 40 | 40 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece | | 5.04 | SqM |
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| 41 | 41 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick | | 10.2 | SqM |
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| 42 | 42 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | | 46 | CuM |
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| 43 | 43 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | | 400 | SqM |
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| 44 | 44 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) | | 324 | SqM |
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| 45 | 45 | White washing with lime to give an even shade : New work (three or more coats) | | 724 | SqM |
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| 46 | 46 | Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm)\nover and including priming coat of exterior primer applied\n@ 2.20kg/10 sqm | | 7900 | SqM |
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| 47 | 47 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | | 5376.84 | SqM |
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| 48 | 48 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 100 mm nominal inner dia Pipes | | 100 | RM |
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| 49 | 49 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm nominal inner dia Pipes | | 1600 | RM |
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| 50 | 50 | 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\nconsidered excluding fixing accessories such as nuts, bolts, asteners etc.). | | 16500 | Kg |
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| 51 | 51 | Steel work welded in built up sections/ framed work, including cutting,\nhoisting, fixing in position and applying a priming coat of approved steel\nprimer using structural steel etc. as required | | 13000 | Kg |
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| 52 | 52 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the\nadhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | | 1500 | Each |
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| 53 | 53 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification | | 1656 | CuM |
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| 54 | 54 | Design & Construction of RCC Thrust bed of grade M-30 for casting of RCC Boxes inclusive of all materials including cement and reinforcing steel, tools, plants, equipment, labour, fuel, lead & lift etc. The rate shall be inclusive of following in addition to above.\n(i) Making provision of suitable shoring arrangements as per the site conditions to avoid collapse of side slopes. (ii) Making pumping or any other arrangements necessary for preventing ingress of water during construction of RCC Thrust bed and casting & jacking of RCC Boxes.\n(iii)Providing adequate No. of shear keys or any other arrangement to enable it to take the thrust of jacking.\n(iv)Providing adequate No. of pin pockets, rail grooves, screed plaster laying, polythene sheets etc. required for jacking.\n(v)Earthwork in excavation and disposal of excavation earth within 1 km. radius of the site or as directed by the Engineer-in- Charge\n | | 1006.4 | SqM |
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| 55 | 55 | Jacking of precast RCC boxes of internal dimension 11.3 M x 6.0 M below National Highway to form desired opening and length including installation and operation of hydraulic jacks with requisite fittings and fixture, installation of Drag Sheet Arrangement with all labours, materials, plants, equipment etc. all complete. Rates shall also include : (i) Providing suitable No. of jack pockets, necessary fixtures for jacking & drag sheets. (ii) Staging & supporting arrangements as necessary. (iii) Fabrication & fixing of cutting edge of structural steel as per the approved methodology. (iv)Shifting of RCC box over thrust bed for the jacking purpose as necessary. (v)Sealing of joints (with injection grouting or any other methodology approved by Engineer-in-Charge) between various box segments to make them waterproof as per the approved scheme & specifications. (vi) Disposal of excavated soil to a lead of 2 Kms. Measurement shall be made only for the length of precast RCC Box Segments pushed/jacked at the designated position below NH as per drawings and specifications | | 100 | RM |
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| 56 | 56 | S/E, testing commissioning of 16 Mtr high mast light system tooally hot dipped galvanized and suitable for 45km per hrs wind velocity. The mast shaft be in 2 sections, which can be joined by slip stress fit method. The system including hand frame steel wire rope, 4mm dia simple drum, which glavanized lantern carraige arrangment suitable with 6 luminaries suitable for 300 watt LED fitting including cost of drivers, lighting finals 02 nos gare boxes, foundation errection, testing and commioning of system and one no power tool for raising and lowering of the lantern carrages. complete in all respects and and per tech. specification as per direction E/I. Make: Valmount,bajaj, shaffer energy. | | 4 | Each |
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| 57 | 57 | Supply and fixing of 8 mtr long single dip Galvanized octagonal pole having 70 top, 130 mm bottom and 3mm thick complete with 12mm thick base plate with double arm bracket (1mtr. length) on RCC incuding cost of Foundation, and Foundation bolt, excavation and back filling and required T&P complete in all respect. make Valmount, Bajaj, Phlilps, Shaffer Energyper direction of E/I. Make: Valmount,bajaj, shaffer energy \n | | 30 | Each |
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| 58 | 58 | Supply and fixing of 8 mtr long single dip Galvanized octagonal pole having 70 top, 130 mm bottom and 3mm thick complete with 12mm thick base plate with Single arm bracket (1mtr. length) on RCC incuding cost of Foundation, and Foundation bolt, excavation and back filling and required T&P complete in all respect. make Valmount, Bajaj, Phlilps, Shaffer Energyper direction of E/I. Make: Valmount,bajaj, shaffer energy \n | | 20 | Each |
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| 59 | 59 | Supply and fixing of of LED street light fitting having die cast aluminium body and diffuser with driver set suitable for 150watt confirming to IP 65 protection complete in all respects. CAT AAA | | 80 | Each |
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| 60 | 60 | Supply Erection Testing & Commissioning of 100KVA Al. wound, outdoor type Transformer as per ISS including fees complete in all respects make: P.M./ Kanohar/ LD Power/ Paramix/ ABB/ Kirloskar as per direction of E/I. | | 1 | Each |
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| 61 | 61 | Supply and laying of following type high connectivity aluminium strand compound circular conductor XLPE armoured 11 KV cable neutral earthed system confirming IS7098-Part-II(1985) with latest amendment at a depth of 900mm. below ground level over a cushion of 100mm thick sand around and protected with burnt bricks on sides and on top of cable shall be properly connecting with the earth conductor by clamp etc. with the cost of all material, labour, T&P etc. required for proper completion of the work. Complete in all respects Make: Gloster/ Universal/ Hevells/Sykaytone as per direction of Engineer-In-Charge : 120sqmm 3 core | | 800 | Mtr |
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| 62 | 62 | S/F of jointing of following size outdoor type 11KV jointing kit heat shrinkable type 11KV cable including cost of all materials, labour, T&P etc. for proper completion of the work. Complete in all respects Make Raychem/Denson as per direction of Engineer-In-Charge : 120sqmm (outdoor type) | | 4 | Each |
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| 63 | 63 | S/Making of straight through joint suitable for 120sqmm x 3core 11 KV armoured cable as per ISS and complete in all respects Make: Raychem/Denson/Cabseal as per direction of Engineer-In-Charge | | 4 | Nos |
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| 64 | 64 | S/F of steel tubular pole 11M long designated 410-SP-56 in 1:3:6 cement, concrete graded stone aggregate of 40mm nominal size and foundation including excavation back filling etc. complete in all respects as per direction of Engineer-In-Charge | | 4 | Each |
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| 65 | 65 | S/E MS channel 50x100 mm (9.2KG/M) 2.50M long as per design with required clamp made of M.S. flat of size 50x6 mm with nuts and bolts etc. as per the direction of E/I. | | 10 | Each |
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| 66 | 66 | S/F of 11KV TPMO Relco/ Azad/ Rama make 9 Nos insulator of Jai Shree/ BHEL/ Rama/ Rastriya make complete in all respects as per direction of E/I | | 2 | Each |
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| 67 | 67 | S/F of outdoor type 11KV Fuse set Relco/ Rama/ Rastriya make with insulator Jai Shree/ BHEL make complete in all respects as per direction of E/I | | 2 | Each |
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| 68 | 68 | Supply & fixing of 150 mm dia GI pipe B class for cable duly clampped with supports by 01 no. with clamps of 20x3 mm MS Flat, bolts, nuts and washers required for proper completion of work ( AOR) | | 20 | Each |
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| 69 | 69 | Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E. Rules. | | 4 | Each |
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| 70 | 70 | Painting of the electrical pole with 2 coats f AL. paint over red oxide primer complete in all respects. | | 10 | Each |
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| 71 | 71 | Nubbering of poles with combination of yellow and black colour paint etc. complete in all respects. | | 60 | Each |
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| 72 | 72 | Supply and erection of stay set at least 3.5 meters away from the pole complete with galvanized 19mm dia x 1.80 metre long stay rod, 30cm x 30cm x 6.3mm anchor plate, thimble stay clamps, stay insulator, 19mm x 600 mm double screw tightener,7/4.00mm of G.I. stay wire etc. in 1:3:6 cement concrete complete in all respects. | | 8 | Each |
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| 73 | 73 | Supply laying of heavy density poly ethylene pipes ISI marked anti radiant grade OD-225mm dia PN-8 grade as per. IS code 4984 with socket coupler with excavation system. Complete in all respects . Make Jindal /Rex/Time Make. As per direction of E/I | | 100 | Mtr |
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| 74 | 74 | Supply laying of Double wall corrugated (DWC) HDPE pipes ISI marked anti radiant grade OD/ID-90/76mm dia with socket coupler with burying system. Complete in all respects. Make: Rex/Duraline/ Time as per direction of E/I | | 3400 | Mtr |
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| 75 | 75 | Supply and fixing of of LED street light fitting having die cast aluminium body and diffuser with driver set suitable for 120watt confirming to IP 65 protection complete in all respects. CAT AAA | | 55 | Each |
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| 76 | 76 | Supply and fixing of of LED street light fitting having die cast aluminium body and diffuser with driver set suitable for 50watt confirming to IP 65 protection complete in all respects. CAT AAA | | 30 | Each |
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| 77 | 77 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 100 volts grade at a depath of 750mm below gorund level over a cushion of 75mm. Thick sand all around and protected with burnt brickes on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 16sq.mm 4 core | | 5000 | Mtr |
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| 78 | 78 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 100 volts grade at a depath of 750mm below gorund level over a cushion of 75mm. Thick sand all around and protected with burnt brickes on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 35sq.mm 3-1/2 core | | 500 | Mtr. |
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| 79 | 79 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 100 volts grade at a depath of 750mm below gorund level over a cushion of 75mm. Thick sand all around and protected with burnt brickes on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 50sq.mm 3-1/2core | | 600 | Mtr. |
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| 80 | 80 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 100 volts grade at a depath of 750mm below gorund level over a cushion of 75mm. Thick sand all around and protected with burnt brickes on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 95sq.mm 3-1/2 core | | 400 | Mtr |
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| 81 | 81 | Supplying and fixing of brass nickle plated compression gland for PVC insulated and armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of engineer-Incharge. 16sq.mm 4 core | | 40 | Each |
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| 82 | 82 | Supplying and fixing of brass nickle plated compression gland for PVC insulated and armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of engineer-Incharge. 35sq.mm 3-1/2 core | | 2 | Each |
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| 83 | 83 | Supplying and fixing of brass nickle plated compression gland for PVC insulated and armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of engineer-Incharge. 50sq.mm 3-1/2core | | 2 | Each |
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| 84 | 84 | Supplying and fixing of brass nickle plated compression gland for PVC insulated and armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of engineer-Incharge. 120 sq.mm 3-1/2 core | | 2 | Each |
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| 85 | 85 | Supplying and fixing of plain or pin type copper tin plated cable socket (Lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer- Incharge. 16 sq.mm | | 40 | Each |
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| 86 | 86 | Supplying and fixing of plain or pin type copper tin plated cable socket (Lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer- Incharge.35 sq.mm | | 8 | Each |
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| 87 | 87 | Supplying and fixing of plain or pin type copper tin plated cable socket (Lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer- Incharge. 50 sq.mm | | 8 | Each |
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| 88 | 88 | Supplying and fixing of plain or pin type copper tin plated cable socket (Lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer- Incharge. 120 sq.mm | | 8 | Each |
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| 89 | 89 | Supply and burying of 600mm x 600mmx 6.0mm G.I. plate vertically for earthing with its top at least 3 mtr below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of engineer-in –charge complete in all respects as per drawing ( This will apply for earthing of poles also ) | | 6 | Each |
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| 90 | 90 | Supply and burying of 40mm diax4.5 meters long G.I. pipe vertically 12 dia, Holes spaced 75mm apart drilled up to 2meter from the bottom complete with earthing lead of No.6 to 8 SWG GI wire in G.I. pipe up to apron (and from apron to switch board, 30mm square C.I. box with hinged cover masonry enclosed, funnel at top, alternate layers of charcoal/chock and salt at least 150mm thick alround etc. as per directions of Engineer0in-charge complete in all respect as per drawing. | | 12 | Each |
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| 91 | 91 | Supply and fixing of 8 SWG G.I. wire along with under ground cable duly bound with clips as directed by Engineer-in-Charge with supply of all labour and T&P required for proper completion of work. | | 5000 | Mtr |
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| 92 | 92 | S/L of 25 x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respects. | | 250 | Mtr |
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| 93 | 93 | Supply, and errection of factory fabricated and wied matel clad dust and vermin proof floor mounting , MS chhanel base with bottom and top entries electrical control pannel with TPN MCCB's (FP 36 KA with TM release) swiches complete and instrument chamber etc complete in all respect . the instrument chamber shall be separate and comprise of flash type digital metering system for phase to phase boltage and sigle phase boltage , current and other different readings instrument fuse, current transfer etc. the pannel board shall have suitable capacity electrolyc aluminium bus bar as per IS 8623 or above insulated with heat shrink sleeving and mounted on non hygrospic support such as CMC/BMC support with the detechable side cover and shall be suitable for extension on the side. MCCB's shall be complete with suitable cable and boxes compression glands and indicating lamp on incoming etc. The job including the grouting of the board as per direction of enginner in charge. All out going of 100AMP and shall have an Ammeter. The pensil,board shall be febricated with CRCA sheet with minimum thikness of 16.2mm cubical type swich shall be cat A & B only. INCOMER:- 200A FP MCCB 50kA MCCB with Thermal Magnetic Releases (Thermal setting =80-100% in and maggnetic setting =6-10In), Icu=Ics=100% , Multifunction Energy Meter with suitable CT OUTGOINGS :- 100A FP MCCB 01 Nos , 63A FP MCB 5 Nos, Outgoing with Timer and Contactor:- 40A FP Power Contactor (AC1) Duty 3nos, 24hour Timer Analog - 3nos , START,STOP Push Button 3nos , ON, OFF Indicating LED 3nos , R,Y,B Indicating LED lamp 3nos, Control MCB, 7nos Outgoing 40A FP MCB 8 nos | | 1 | Nos |
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| 94 | 94 | Supply, installing, testing & commissinining of compartmentalized Double door type cubicle (Feeder Pillar) suitable board for outdoor installation provided with canopy made from 2 mm thick CRCA sheet dust & vermin proof duly powder coated (IP65) inclusive of suitable size Aluminum Bus Bar sleeved with heat shrinkage PVC Sleeves and having following incoming & outing moulded case circuet breakers, digital type ammeters, voltmeters, selectors\nINCOMER:- 200A FP MCCB 50kA MCCB with Thermal Magnetic Releases (Thermal setting =80-100% in and maggnetic setting =6-10In), Icu=Ics=100% , Multifunction Energy Meter with suitable CT OUTGOINGS :- 100A FP MCCB 01 Nos , 63A FP MCB 5 Nos, Outgoing with Timer and Contactor:- 40A FP Power Contactor (AC1) Duty 3nos, 24hour Timer Analog - 3nos , START,STOP Push Button 3nos , ON, OFF Indicating LED 3nos , R,Y,B Indicating LED lamp 3nos, Control MCB, 7nos Outgoing 40A FP MCB 4nos\n | | 2 | Nos |
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| 95 | 95 | Supply,installation, testing and commissioning of submersible sump pump working on 415V, 3Phase, AC supply, suitable for discharge of 100 CMH at 12.0 mtr head including control panel for automatic start/Stop of the pump with float switch and up to 100mm solid handling with relevant accessories complete set including supply and installation of submersible cable from panel to pump including earthing, support structure etc complete in all respects as per the direction of Engineer-In-Charge. ( Set of One Pump with one Control Panel) Make Darling/Mody/Kiloskar | | 6 | Set |
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| 96 | 96 | Supply,installation, testing and commissioning of submersible sump pump working on 415V, 3 Phase, AC supply, suitable for discharge of 750 LPM at 8.0 mtr head including control panel for automatic start/Stop of the pump with float switch and up to 80mm solid handling with relevant accessories complete set including supply and installation of submersible cable from panel to pump including earthing, support structure etc complete in all respects as per the direction of Engineer-In-Charge. ( Set of One Pump with one Control Panel) make : Darling/ Mody/ KSB/ Kirloskar/ Grunfos | | 4 | Set |
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| 97 | 97 | Supply and fixing of 100 mm. dia G.I. Pipe B (medium Class) in ground complete with GI Fifttings including trenching (75 cm Deep) and re-fitting etc as required. | | 400 | Mtr. |
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| 98 | 98 | Supply and fixing of 150 mm. dia G.I. Pipe B (medium Class) in ground complete with GI Fifttings including trenching (75 cm Deep) and re-fitting etc as required. | | 450 | Mtr. |
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| 99 | 99 | Supplying, fixing, testing and commissioning of following size valvesButterfly Valve with CI body SS disc nitrile sheet & O ring and PN 16 pressure rating as specified,100mm dia | | 6 | Each |
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| 100 | 100 | Supplying, fixing, testing and commissioning of following size valvesNon return valve with dual plate of CI body SS plates vulcanized NBR seal flanged end & PN 16 pressure rating, 100mm dia | | 6 | Each |
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| 101 | 101 | Supplying, fixing, testing and commissioning of following size valvesButterfly Valve with CI body SS disc nitrile sheet & O ring and PN 16 pressure rating as specified,150mm dia | | 6 | Each |
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| 102 | 102 | Supplying, fixing, testing and commissioning of following size valvesNon return valve with dual plate of CI body SS plates vulcanized NBR seal flanged end & PN 16 pressure rating, 150mm dia | | 6 | Each |
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| 103 | 103 | Wiring point for light with 1.5 sqmm FR PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, with 1.5sqmm FR PVC insulated multistrand copper conductor cable as earth wire drawn inside the conduit, piano type switch & ceiling rose/ angle/ batten holder on 3mm thick fenolic laminated backelite sheet complete in all respect as directed including matching colour wash. | | 10 | Each |
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| 104 | 104 | Add for light/fan points with modular type switch in place of piono type switch. | | 10 | Each |
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| 105 | 105 | Supply and wiring of submains with two nos of 4sqmm. FRPVC insulated 1100V grade single core multistrand copper conductor cable in 20mm dia heavy duty pvc conduit concealed in wall, with one number 2.5sqmm FR PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit complete in all respects. | | 800 | Mtr |
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| 106 | 106 | Supply and fixting of power plug with 15A/250 volt flush type switch and 5pin 15A/250V flush type universal socket in suitable M.S. box of 175x100mmx5mm size with phenolic laminated backelite sheet cover 3mm yhick fixed with brass machine screw and cup washer | | 10 | Each |
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| 107 | 107 | Add for plug points with modular type switch in place of piono type switch. | | 10 | Each |
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| 108 | 108 | Supply fixing of surface/flush mounting 4way TPN Distribution board (Legrand Lexic) without MCB with additional metal door complete in all respect as directed at site by engineer in charge. | | 2 | Each |
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| 109 | 109 | Supply and fixing of 40Amp 4pole MCB (10KA) (Legrand Lexic) | | 2 | Each |
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| 110 | 110 | Supply and fixing of 6Amp to 32Amp. SPMCB (10KA) (Legrand Lexic) | | 24 | Each |
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| 111 | 111 | Sopplr and fixing of LED Tube light with batten suitable for uo to 1X22 wattLED tube light complete inculding tube tee. On surface complete in all respect | | 4 | Each |
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| 112 | 112 | S/F surface/Flush mounting 4way V TPN Disrtibution board with additional door without DPX16MCCB complete inall respect as directed at site by engineer in charge | | 3 | Each |
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| 113 | 113 | Supply and fixing of 160 Amp 3pole Mccb (25KA) thermal magnanic release. | | 3 | Each |
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