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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-02-2022 | Corrigendum-1 | Date | 02-03-2022 |
| Sl. No. | Item Description |
| 1 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 2 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)Ordinary soil, Manual Means, upto 3 m depth |
| 3 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M15, Using concrete mixer |
| 4 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsRCC Grade M25 ;Using Concrete Mixer |
| 5 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 6 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete (Electric resistance or induction butt welded tube) |
| 7 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 8 | Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade). |
| 9 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). |
| 10 | Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.With granite stone of area less than 0.50 sqm. |
| 11 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated \"J\" or \"L\" hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2 mm thick corrugated (2.5\" or 4.2\" or 6\") or step-down (2\" or 3\" or 6\" ) as specified |
| 12 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enablingemporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. |
| 13 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.he fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work forACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.(covering of lift from all side except the lift doorside & covering bottom of Escalator) |
| 14 | Providing one coat of Aluminium paint over Steel Surface including cleaning the surface throughally, scaffolding and taxes all complete as per building specification and direction of E/I |
| 15 | Point wiring in PVC conduit with piano type switch: Wiring for light point / fan point/exhaust fan point/call bell point with 1.5 sq. mm FR PVC insulated copper conducter single core in surface/recessed PVC conduit, piano type switch, phenolic laminated sheet with suitable size PVC/MS boc etc as requiredGroup A |
| 16 | Point wiring in PVC conduit with piano type switch: Wiring for light point / fan point/exhaust fan point/call bell point with 1.5 sq. mm FR PVC insulated copper conducter single core in surface/recessed PVC conduit, piano type switch, phenolic laminated sheet with suitable size PVC/MS boc etc as requiredGroup B |
| 17 | Point wiring in PVC conduit with piano type switch: Wiring for light point / fan point/exhaust fan point/call bell point with 1.5 sq. mm FR PVC insulated copper conducter single core in surface/recessed PVC conduit, piano type switch, phenolic laminated sheet with suitable size PVC/MS boc etc as requiredGroup C |
| 18 | Point wiring in PVC conduit with piano type switch: Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core in surface / recessed PVC conduit, with modular switch, modular plate suitable GI box etc. as required.Group A |
| 19 | Point wiring in PVC conduit with piano type switch: Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core in surface / recessed PVC conduit, with modular switch, modular plate suitable GI box etc. as required.Group B |
| 20 | Point wiring in PVC conduit with piano type switch: Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core in surface / recessed PVC conduit, with modular switch, modular plate suitable GI box etc. as required.Group C |
| 21 | Power Plug wiring in PVC conduit (2X4 sq. mm) Wiring for light/power plug with 2 x 4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. |
| 22 | Power Plug wiring in PVC conduit (4X4 sq. mm) Wiring for light /power plug with 4 x 4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 23 | S/F PVC ConduitSupplying and fixing of following size of PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required20 mm |
| 24 | S/F PVC ConduitSupplying and fixing of following size of PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required25 mm |
| 25 | S/F PVC ConduitSupplying and fixing of following size of PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required32 mm |
| 26 | S/F PVC ConduitSupplying and fixing of following size of PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required40 mm |
| 27 | S/F PVC ConduitSupplying and fixing of following size of PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required50 mm |
| 28 | Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required.63 A TP&N |
| 29 | S/F Panel mounted TP&N in cubical panel board: Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required.160 A TP&N |
| 30 | S/F Panel mounted TP&N switch disconnectorProviding and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required.250 A, 35 KA,TPMCCB |
| 31 | S/F MCCB in cubical panel boardProviding and fixing following rating and breaking capacity MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.150/160 A, 35KA, Fixed thermal setting |
| 32 | S/F MCCB in cubical panel boardProviding and fixing following rating and breaking capacity MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.200 A, 35KA, Fixed thermal setting |
| 33 | Supplying and fixing of following ways surface/ recessmounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)8 way (4 + 24), Double door Each 7744 |
| 34 | S/F S.P MCB DB:Supplyong nd fixing following way, single pole and netural, sheet steel, MCB distribution board, 240 volts, on surface/recess, complete with inned copper bus bar, netural bus bar, erth bar, interconnections, powder painted including erthing etc., as required (But without MCB/RCCB/Isolator)4 Way |
| 35 | S/F S.P MCB DB:Supplyong nd fixing following way, single pole and netural, sheet steel, MCB distribution board, 240 volts, on surface/recess, complete with inned copper bus bar, netural bus bar, erth bar, interconnections, powder painted including erthing etc., as required (But without MCB/RCCB/Isolator)6 Way |
| 36 | Supplying, installing on wall, testing and commissioning of following capacity rising mains made of 1.6mm thick IP 42 sheet steel enclosure duly painted with powder coating, wall straps,fully PVC insulated 4 Nos aluminium bus bars having current density of 130 A/ sq cm at nominal current rating in convenient sections and suitable for 415 V, 3 phase, 4 wire, 50 Hz, A.C. supply with extension joints, fire proof barriers, expansion joints, thrust pads including jointing and earthing with 2 runs of galvanised iron strips etc. as required. (Rising mains confirming to IS 8623, TEC 439)400 A (S.C. rating for 1 sec - 25 kA) |
| 37 | Supplying, installing, testing and commissioning of following capacity TPN tap off box made of 1.6mm thick sheet steel enclosure duly painted with powder coating on existing rising mains complete with TPN disconnector FSU and HRC fuses, connections, earthing etc. as required. 32 A TPN |
| 38 | Supplying & laying of 2x1.5 sqmm fire survival armoured cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH inner bedding, steel wire armouring & LSZH outer sheath complete as required. |
| 39 | Dismantling of Structures (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 dismantling (Prestressed / Reinforced cement concrete grade M-20 & above byMechnical means) |
| 40 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)By Mechanical Means (Bituminous course) |
| 41 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) |
| 42 | By Mix in Place Method (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)For grading- IMaterial |
| 43 | Wet Mix Macadam (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.With Vibratory Roller |
| 44 | Prime coat (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.) |
| 45 | Tack CoatProviding 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. |
| 46 | Dense Graded Bituminous Macadam (Providing and laying dense 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% by weight of total mix 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. 507 complete in all respects.) with Modifed Graded Bitumen.For Grading I ( 40 mm nominal size ) |
| 47 | Bituminous Concrete (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 % 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) For Grading-I (13 mm nominal size ) |
| 48 | Construction of Median and Island with Soil Taken from Roadway Cutting (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) |
| 49 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 50 | Providing,fitting and fixing mild steel railing complete as per drawing and Technical Specification |
| 51 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.(PREFAB/PRECAST TECHNOLOGY) |
| 52 | Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective 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) |
| 53 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multimodals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 54 | Earth Work in excavation (As per IS 3114/1965 for laying different types and sizes of pipes so as to give one meter average cover oer the socket of pipe with disposal of excavatedearth within initial lead and lift as per specification and direction of Engineer-in-Charge For Classification of soil item -A |
| 55 | Earth Work in excavation (As per IS 3114/1965 for laying different types and sizes of pipes so as to give one meter average cover oer the socket of pipe with disposal of excavatedearth within initial lead and lift as per specification and direction of EngFor Classification of soil item -B |
| 56 | DI Pipe : Providing and Supplying ISI mark Centrifugally cat (Spun) Ductile Iron Pipes of 100 mm and above all diameter for water works with socket & spigot ends confirming to IS 8392/2000 in the standard working lengths of 4.5, 5.5 & 6 m suitable for classification K-7 & K-9 suitable for push -on - joint (rubber gusket D jointing) with cemen mortar linning inside the pipes with outside zzinc and bittuminous coating. Rates are ex factory excluding transportation. taxes & duties, COntractor profit & overhead charges etc.K-7 Size 100 mm Dia |
| 57 | DI Pipe : Providing and Supplying ISI mark Centrifugally cat (Spun) Ductile Iron Pipes of 100 mm and above all diameter for water works with socket & spigot ends confirming to IS 8392/2000 in the standard working lengths of 4.5, 5.5 & 6 m suitable for classification K-7 & K-9 suitable for push -on - joint (rubber gusket D jointing) with cemen mortar linning inside the pipes with outside zzinc and bittuminous coating. Rates are ex factory excluding transportation. taxes & duties, COntractor profit & overhead charges etc.K-7 Size 150 mm dia |
| 58 | DI Pipe : Providing and Supplying ISI mark Centrifugally cat (Spun) Ductile Iron Pipes of 100 mm and above all diameter for water works with socket & spigot ends confirming to IS 8392/2000 in the standard working lengths of 4.5, 5.5 & 6 m suitable for classification K-7 & K-9 suitable for push -on - joint (rubber gusket D jointing) with cemen mortar linning inside the pipes with outside zzinc and bittuminous coating. Rates are ex factory excluding transportation. taxes & duties, COntractor profit & overhead charges etc.K-7 Size 350 mm dia |
| 59 | DI Pipe : Providing and Supplying ISI mark Centrifugally cat (Spun) Ductile Iron Pipes of 100 mm and above all diameter for water works with socket & spigot ends confirming to IS 8392/2000 in the standard working lengths of 4.5, 5.5 & 6 m suitable for classification K-7 & K-9 suitable for push -on - joint (rubber gusket D jointing) with cemen mortar linning inside the pipes with outside zzinc and bittuminous coating. Rates are ex factory excluding transportation. taxes & duties, COntractor profit & overhead charges etc.K-7 Size 400 mm dia |
| 60 | Supplying labours, tackles, lubricant etc for laying and jointing DI/C.I.S/ S tyton pipes (Class I A) in trenches supplying rubber gasket (Rubber gasket confirming to I.S.S-5382-1969) and making gasket joi nts including providing night guard barriers and redlight to safe guard against accident all complete (pipe to be supplied departmentally free of cost and aying of pipes is to be done as per I.S.S 3114-1985) as per design, specification and direction of E/I100 mm dia |
| 61 | Supplying labours, tackles, lubricant etc for laying and jointing DI/C.I.S/ S tyton pipes (Class I A) in trenches supplying rubber gasket (Rubber gasket confirming to I.S.S-5382-1969) and making gasket joi nts including providing night guard barriers and redlight to safe guard against accident all complete (pipe to be supplied departmentally free of cost and aying of pipes is to be done as per I.S.S 3114-1985) as per design, specification and direction of E/I150 mm dia |
| 62 | Supplying labours, tackles, lubricant etc for laying and jointing DI/C.I.S/ S tyton pipes (Class I A) in trenches supplying rubber gasket (Rubber gasket confirming to I.S.S-5382-1969) and making gasket joi nts including providing night guard barriers and redlight to safe guard against accident all complete (pipe to be supplied departmentally free of cost and aying of pipes is to be done as per I.S.S 3114-1985) as per design, specification and direction of E/I350 mm dia |
| 63 | Supplying labours, tackles, lubricant etc for laying and jointing DI/C.I.S/ S tyton pipes (Class I A) in trenches supplying rubber gasket (Rubber gasket confirming to I.S.S-5382-1969) and making gasket joi nts including providing night guard barriers and redlight to safe guard against accident all complete (pipe to be supplied departmentally free of cost and aying of pipes is to be done as per I.S.S 3114-1985) as per design, specification and direction of E/I400 mm dia |
| 64 | Providing and supplying ISI standard D.I specials & fitting with sealing rubber gasket of S.B.R complete with cast iron follower gland and M.S nut & bolts coated or otherwise protected from rusting and suitable for D.I pies etc complete as per I.S. 9523 Class K-7 (ex factory rates) inspection charges, transportation. CP extra. DI Special |
| 65 | Labour charges for one cutting of cast iron pipe and specials including supplying necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I(A) C.I pipe (L-A class) 100 mm dia Pipe |
| 66 | Labour charges for one cutting of cast iron pipe and specials including supplying necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I(A) C.I pipe (L-A class) 150 mm dia pipe |
| 67 | Labour charges for one cutting of cast iron pipe and specials including supplying necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I(A) C.I pipe (L-A class) 350 mm dia pipe |
| 68 | Labour charges for one cutting of cast iron pipe and specials including supplying necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I(A) C.I pipe (L-A class) 400 mm dia pipe |
| 69 | Providing double flanged sluice valve (size 50 mm to 1200 mm) for scour conforing to IS 2906/14846 including wronge arrangements as per test pressure stainless steel spindls, including all transportation etc. all complete without byepass arrangements (eith ED) PN-1.0With byepass arrangement PN-1 (100 mm dia Pipe) |
| 70 | Providing double flanged sluice valve (size 50 mm to 1200 mm) for scour conforing to IS 2906/14846 including wronge arrangements as per test pressure stainless steel spindls, including all transportation etc. all complete without byepass arrangements (eith ED) PN-1.0With byepass arrangement PN-1 (150 mm dia pipe) |
| 71 | Providing double flanged sluice valve (size 50 mm to 1200 mm) for scour conforing to IS 2906/14846 including wronge arrangements as per test pressure stainless steel spindls, including all transportation etc. all complete without byepass arrangements (eith ED) PN-1.0With byepass arrangement PN-1 (350 mm dia pipe) |
| 72 | Providing double flanged sluice valve (size 50 mm to 1200 mm) for scour conforing to IS 2906/14846 including wronge arrangements as per test pressure stainless steel spindls, including all transportation etc. all complete without byepass arrangements (eith ED) PN-1.0With byepass arrangement PN-1 (400 mm dia pipe) |
| 73 | Supplying and fixing G.I fitting of approved make all complete as per specification and direction of E/I etc.25mm dia Elbow |
| 74 | Supplying and fixing G.I fitting of approved make all complete as per specification and direction of E/I etc.25 mm dia Niple |
| 75 | Supplying and fixing G.I fitting of approved make all complete as per specification and direction of E/I etc.25 mm dia Union Socket |
| 76 | Supplying and fixing G.I fitting of approved make all complete as per specification and direction of E/I etc.25 mm dia socket |
| 77 | Supplying and fixing G.I fitting of approved make all complete as per specification and direction of E/I etc.25mm dia bend |
| 78 | Providing & supplying of crain machine / hydra/JCB for setting and relaing of dislocated pipe taking out R.C.C cover slab including of correct alignment of pipe line etc all complete & including higher charge 2day x 8 Hrs = 8 |
| 79 | Supplying labour and tools for fixing CI Sluice valve in trenches with a pair of C.I Tail piece including making lead caulked joints and flanged joints as per I.S.S specification, including supplying all jointing material (Pig lead confirming to I.S.S 782-1978 yarn confirming to I.S.S 6587 1972 and nuts and bolts confirming to I.S.S 1364-1983 including drilling holes in flanges if required as per specification and direction of Engineer-in-charge (Sluice valve and pieces to be supplied departmentlly free of cost) 100 mm dia Pipe |
| 80 | Supplying labour and tools for fixing CI Sluice valve in trenches with a pair of C.I Tail piece including making lead caulked joints and flanged joints as per I.S.S specification, including supplying all jointing material (Pig lead confirming to I.S.S 782-1978 yarn confirming to I.S.S 6587 1972 and nuts and bolts confirming to I.S.S 1364-1983 including drilling holes in flanges if required as per specification and direction of Engineer-in-charge (Sluice valve and pieces to be supplied departmentlly free of cost) 150 mm dia Pipe |
| 81 | Supplying labour and tools for fixing CI Sluice valve in trenches with a pair of C.I Tail piece including making lead caulked joints and flanged joints as per I.S.S specification, including supplying all jointing material (Pig lead confirming to I.S.S 782-1978 yarn confirming to I.S.S 6587 1972 and nuts and bolts confirming to I.S.S 1364-1983 including drilling holes in flanges if required as per specification and direction of Engineer-in-charge (Sluice valve and pieces to be supplied departmentlly free of cost) 350 mm dia Pipe |
| 82 | Supplying labour and tools for fixing CI Sluice valve in trenches with a pair of C.I Tail piece including making lead caulked joints and flanged joints as per I.S.S specification, including supplying all jointing material (Pig lead confirming to I.S.S 782-1978 yarn confirming to I.S.S 6587 1972 and nuts and bolts confirming to I.S.S 1364-1983 including drilling holes in flanges if required as per specification and direction of Engineer-in-charge (Sluice valve and pieces to be supplied departmentlly free of cost) 400 mm dia pipe |
| 83 | Supplying labours tools and tackes for testing of lead CI or UPVC or HDPE or AC or DI pressure Pipe uopto 60 m head of water all complete as per specification direction of E/I (Water to be supplied free of cost departmentally)100 mm dia Pipe |
| 84 | Supplying labours tools and tackes for testing of lead CI or UPVC or HDPE or AC or DI pressure Pipe uopto 60 m head of water all complete as per specification direction of E/I (Water to be supplied free of cost departmentally)150 mm dia Pipe |
| 85 | Supplying labours tools and tackes for testing of lead CI or UPVC or HDPE or AC or DI pressure Pipe uopto 60 m head of water all complete as per specification direction of E/I (Water to be supplied free of cost departmentally)350 mm dia Pipe |
| 86 | Supplying labours tools and tackes for testing of lead CI or UPVC or HDPE or AC or DI pressure Pipe uopto 60 m head of water all complete as per specification direction of E/I (Water to be supplied free of cost departmentally)400 mm dia pipe |
| 87 | Earth work in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and design of EE/I (for classification of Soil item A&B) |
| 88 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC Grade M-20, using concrete mixer) |
| 89 | Construction of Sluice Valve chamber of size 1.20 x 0.9 x 1.50 meter deep internal dimension having 200 mm wall thickness in R.C.C with 200 mm thick & 200 mm wide RCC M200 precast side wall one hole 200 mm dia for water scouring provision as per analysis |
| 90 | Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately) |
| 91 | Earth work in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and design of EE/I (for classification of Soil item A&B) |
| 92 | Dismantling of Structures (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 dismantling material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)By Mechanical Means; Cement Concrete Grade M-15 & M-20 |
| 93 | Cable Duct across RoadProviding and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, , providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.(Single Row for one utility service) |
| 94 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 95 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsRCC Grade M20, Using concrete mixer |
| 96 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 97 | S/F/F of fancy type round ceiling fitting made of polycarbonate suitable for and with 1x18 watt CFL complete in all respect.(Luminaire Class I, 16103 (Part 2/2012), Circular, conformity to IS:10322-5-2 (2012), 50 Htz frequency, 780 colour radient index, overload & short circuit protection etc) all complete job as per applicable specification, approval & derection of Engineer in Charge |
| 98 | S/F/F Provision and istallation of Path way lights(Decorative Street Light Pole for Pathway with height of 6 Ft, cast Iron, Pure white, 50 Watt with pole paint and any other cost) all complete job as per applicable specification, approval & derection of Engineer in Charge |
| 99 | S/F/F LED strip light on Deck, stairs and Deck Columns of FoB and main columns of FoB (Pure White, Plugin, Blinking type with 50 Hz frequency) all complete job as per applicable specification, approval & derection of Engineer in Charge |
| 100 | S/F/F Provision and istallation of LED Spot Light(LED Based 176-200 mm Dia, 20 Watt, Builtin Battery Charger, 7.4 Volt Battery, with Battery Charger, 1.8 kg gross weight with Lion Battery and other as per specification) all complete job as per applicable specification, approval & derection of Engineer in Charge |
| 101 | Providing, installing, fitting & fixing of Iron 3 Seater Benches for resting of pedestrians & other road users (3 Seater Public Place SeatingChair of mild steel with arm and backrest WITHOUT CUSHION, with Steel bracket, 1.6 mm thickness of main frame, M8 Bolts) all complete job as per applicable specification, approval & direction of Engineer in Charge |
| 102 | S/F/F Hanging dustbin 120 Litres (as per IS: 12402 Pt1 and 2 litres Stainless steel waste containers or rigid liners all complete job as per applicable specification, approval & direction of Engineer in Charge |
| 103 | S/F/F Provision of Escalator with 6100 mm rise & 30 degree inclination (Heavy Duty for Outside with Cladding with all the cost all complete job as per applicable specification, approval & direction of Engineer in Charge |
| 104 | Installation & Provision of Globallianz Full P8 Outdoor LED Video Display for Advertiseing with Module Pixel of of 32 x 32 & 32x 16 and Pixel of 10mm, Grey Scale -8192, rectangle shape, Full Colour, Waterproof all complete job as per applicable specification, approval & direction of Engineer in Charge |
| 105 | Providing and Installation of Water Cooler with all electrical & water conection cost (including all labour cost) (Capacity -150 Litre, 3 Yr warranty on Machine, 5 Yr warranty on compressor, cooling capacity -150 Litre /hr, Storage capacity-150 Litre, Power Factor -0.85, Energy congesption - 1550 Watt for 150 ltr/hr colling capacity, confirming to IS:1475 haiing ISI marked, stainless Steel, coller cabinet sheet thickness-0.8 mm) all complete job with supply, fitting & fixing and finlisation as per approval & direction of Engineer in Charge |
| 106 | Shifting of street Light/Pole including erecting of new facility, dismentalling, all electric work, restoration at site and transporttion of the dismentalled item to the store all complete job with supply, fitting & fixing and finlisation of complete job as per applicable specification, approval & direction of Engineer in Charge |
| 107 | Translocation of Gantry Boards including dismentalling, transporttion to new site, restoration at site including excavation & foundation at site and transportation of the dismentalled item to the store all complete job with supply, fitting & fixing and finlisation of complete job as per applicable specification & direction of Engineer in Charge |
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