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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-05-2026 | PRE-BID MEETING NOTICE | Other | 23-05-2026 |
| Sl. No. | Item Description |
| 1 | Cosntruction of STP |
| 2 | Construction of Sewage Treatment Plant (1.50 MLD) and Faecal Sludge Treatment with including Aerobic Digester Jungle clearing, site Levelling by Cutting and Filling Survey Design ,Engineering, Supply, construction, erection, hydraulic testing and commissioning of STP (including Faecal Sludge Treatment). The scope shall include all required detailed engineering design, supply, execution of civil works, erection of equipment, testing, and process commissioning necessary to deliver a fully functional and compliant Sewage Treatment plant (STP) with Faecal Sludge Treatment system (Co-treatment facility). This work encompasses all civil, structural, architectural, mechanical, electrical, instrumentation, and infrastructure components incl flood protrction works ( RCC Retaining walls and crate works) complete job |
| 3 | IPS's/SPS, Gravity Network , RCC Interceptor & Diversions Chamber, Connection Line (Civil Works) |
| 4 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not excedding 10 sqm on plan, depth upto 1mtr from cutting edge disposed earth is to be levelled and neatly dreassedin:In Ordinary SoilGravity Network , RCC Interceptor & Diversions Chamber, Connection Line(A) Upto 1.5 Mt. dpt.from G.L. |
| 5 | Gravity Network (B) 1.5 Mt. TO 3.00 Mt. Depth |
| 6 | In Ordinary Rock Gravity Network , RCC Interceptor & Diversions Chamber, Connection Line(A) Upto 1.5 Mt. dpt.from G.L. |
| 7 | In Ordinary Rock Gravity Network (B) 1.5 Mt. TO 3.00 Mt. Depth |
| 8 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :In Ordinary Rock RCC Interceptor & Diversions ChamberOrdinary or hard rock |
| 9 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in- Charge.RCC Circular Manhole, RCC Chamber Rectangular100 % of EWE Upto 1.5 metres depth by Mechanical Means |
| 10 | RCC Circular Manhole90% of EWE from 1.5 to 3.0 metres by Mechanical means |
| 11 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :RCC Circular Manhole90% of EWE from 1.5 to 3.0 metres by Mechanical means |
| 12 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.RCC Circular Manhole10% of EWE by Manual Means |
| 13 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing completeRCC Circular ManholeFor Manholes |
| 14 | Filling available excavated earth (excluding rock) in trenches,plinth, sides of foundations etc. Layera not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m.Gravity Network, Connection Line |
| 15 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete, (Measurements to be taken of the face area timbered).Gravity Network Depth not exceeding 1.5m |
| 16 | Gravity Network Depth exceeding 1.5m but not exceeding 3m |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in Sewer BeddingGravity Network |
| 18 | Cutting road and making good the same including supply of extra quantities of material i.e.aggregate,moorum screening, red bajri and labour required.Bitumen RoadGravity Network |
| 19 | Providing and laying non-pressure NP 3 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. completeGravity Network, Connection Line250 mm dia |
| 20 | Gravity Network, Connection Line300 mm dia |
| 21 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed 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).Gravity Network |
| 22 | Manufacture, Supply & Delivery of Electric Resistance Welded/Submerged Arc Welded M.S.Pipe having beveled ends plate or coil conforming to IS-3589-2001 or its latest revision/ ammendment for following thickness outside diameter all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading conveyance to Departmental stores, stacking etc. all complete.Pushing for Gravity Network914 mm 8 mm thk. |
| 23 | Installation of product pipe by Manual Pipe Jacking method including making of entry and exit pits upto 3 mtr depth, all related civil works like excavation, shoring/strutting, etc., manual shielded excavation, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit after project completion as per the instructions of the Engineerin-Charge all complete except the cost of the pipe. (upto 80 meter installation length)Pushing for Gravity NetworkFrom 900mm & upto 1000 mm dia |
| 24 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plaincement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - chargeM-15 grade plain cement concrete (cement content considered @ 240 Kg/cum.)RCC Circular Manhole, RCC Interceptor & Diversions Chamber, RCC Chamber RectangularFor Manholes |
| 25 | Providing and laying in position machine batched and machine mixed design mix grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineerincharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.5.35.1 Providing M-30 grade concrete instead of M-25 grade BMC/RMC (Note:- Cement content considered in M-30 is @ 340 kg/cum)RCC Circular Manhole, RCC Chamber RectangularBase SlabFor Manholes |
| 26 | SidewallsSidewalls from Below GLFor Manholes |
| 27 | for Top SlabDeduct manhole cover |
| 28 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works up to plinth levelNote: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M30 grade with minimum cement content of 350 kg /cumAll works upto plinth levelRCC Interceptor & Diversions Chamber |
| 29 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concreteRCC Circular Manhole, RCC Interceptor & Diversions Chamber, RCC Chamber RectangularBase slab |
| 30 | Extra for shuttering in circular workRCC Circular Manhole(20% of respective centering and Shuttering items) |
| 31 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.RCC Circular Manhole, RCC Interceptor & Diversions Chamber, RCC Chamber RectangularSidewalls |
| 32 | Extra for shuttering in circular work.RCC Circular Manhole, RCC Chamber RectangularAdd 20% of the rate of respective item of centring and shuttering. |
| 33 | Suspended floors, roofs, landings, balconies and access platforms.RCC Interceptor & Diversions Chamber |
| 34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level c)Thermo-Mechanically Treated bars of grade Fe-500D or moreRCC Circular Manhole, RCC Interceptor & Diversions Chamber, RCC Chamber Rectangular |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form for:Top SlabRCC Circular Manhole, RCC Chamber Rectangular |
| 36 | Carriage of materials by mechanical means transport including loading, unloading and stacking as directed upto a lead of 5km for disposal. By Mechanical Transport including loading, unloading and stackingRCC Circular Manhole, RCC Chamber Rectangular50% of excavated earth |
| 37 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25 mm and over all minimum length 263mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing. including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.RCC Circular Manhole, RCC Chamber Rectangular |
| 38 | Circular shape 560mm internal diameter - HD - 20 |
| 39 | Rectangular shape 600x450 internal dimensions |
| 40 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.RCC Interceptor & Diversions Chamber, RCC Chamber Rectangular |
| 41 | S.S Fabrication and fittingRCC Interceptor & Diversions ChamberFor Screen |
| 42 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:CIVIL, PUMP, SPS-1&2All kinds of soil |
| 43 | Ordinary Rock |
| 44 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :CIVIL SPS-1&2Ordinary or hard rock |
| 45 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.CIVIL SPS-1&2 |
| 46 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.CIVIL SPS-1&2All kind of soil |
| 47 | Carriage of materials by mechanical means transport including loading, unloading and stacking as directed upto a lead of 5km for disposal.By Mechanical Transport including loading, unloading and stackingCIVIL SPS-1&2Earth |
| 48 | Extra rates for quantities of works, executed :In or under water and/or liquid mud, including pumping out water as required.CIVIL SPS-1&2 |
| 49 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plaincement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.Note: 1) Excess/less cement used than specified in this item is payable/recoverable separately.M-15 grade plain cement concrete (cement content considered @ 240 Kg/cum.)CIVIL,PUMP HOUSE SPS-1&2 |
| 50 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete..All works up to plinth levelNote: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cumPUMP HOUSE SPS-1&2 |
| 51 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete..All works above plinth level upto floor V levelNote: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cumPUMP HOUSE SPS-1&2 |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form for:CIVIL,PUMP HOUSE, COMPOUND WALL SPS-1&2Foundations, footings, bases of columns etc. for mass concrete. |
| 53 | CIVIL SPS-1&2Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 54 | CIVIL SPS-1&2Well steining |
| 55 | CIVIL,PUMP HOUSE SPS-1&2Suspended floors, roofs, landings, balconies and access platforms. |
| 56 | CIVIL,PUMP HOUSE SPS-1&2Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 57 | CIVIL,PUMP HOUSE, COMPOUND WALL SPS-1&2Columns, Pillars, Piers, Abutments, Posts and Struts |
| 58 | CIVIL SPS-1&2Spiral staircases (including landing) |
| 59 | PUMP HOUSE SPS-1&2Stairs, (excluding landings) except spiral-staircases |
| 60 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and de-centering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof (Plan area to be measured)..CIVIL SPS-1&2Suspended floors, roofs, landings, beams and balconies (plan area to be measured) |
| 61 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.CIVIL,PUMP HOUSE, COMPOUND WALL SPS-1&2 |
| 62 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works up to plinth levelNote: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M30 grade with minimum cement content of 350 kg /cumCIVIL SPS-1&2All works upto plinth level |
| 63 | Providing and placing in position 100mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage ,all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.CIVIL SPS-1&2 |
| 64 | Strctural steel work riveted or bolted 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.CIVIL SPS-1&2Welded |
| 65 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufecturer's specification including appropiate priming coat, preparation of surface, etc. complete.CIVIL SPS-1&2On Steel works |
| 66 | On concrete works |
| 67 | Providing and placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete.CIVIL SPS-1&2Serrated with central bulb (225 mm wide, 8-11 mm thick) |
| 68 | Providing and laying non-pressure NP3 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.CIVIL SPS-1&2300 mm dia RCC pipes. |
| 69 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.CIVIL SPS-1&2 |
| 70 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.CIVIL SPS-1&2G.I. pipes |
| 71 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).PUMP HOUSE SPS 1&2 |
| 72 | 12 mm cement plaster in Single coatsFinished with 12 mm thick cement plaster 1:4 (1 cement : 4 coarse sand) sand).PUMP HOUSE SPS 1&2 |
| 73 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.sand).PUMP HOUSE SPS 1&2 |
| 74 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.sand).PUMP HOUSE SPS 1&2 |
| 75 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.sand).PUMP HOUSE SPS 1&2 |
| 76 | Supplying stacking and laying of stone soling including packing with smaller stones and consolidating with steel rammer including spreading and consolidating of blinding material moorum or earth etc. complete (payment to be made for quantity of only stone soling used after deducting voids excluding blinding material).sand).PUMP HOUSE SPS 1&2 |
| 77 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primersand).PUMP HOUSE SPS 1&2 |
| 78 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)sand).PUMP HOUSE SPS 1&2 |
| 79 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.sand).PUMP HOUSE SPS 1&240 mm thick with 20 mm nominal size stone aggregate |
| 80 | Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand)sand).PUMP HOUSE SPS 1&2Light shade pigment using white cement |
| 81 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)sand).PUMP HOUSE SPS 1&2 |
| 82 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all completesand).PUMP HOUSE SPS 1&2 |
| 83 | 24 mm thick factory made PVC door shutters made of styles and rails of a Upvc hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides.The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws.The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats.The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).sand).PUMP HOUSE SPS 1&2 |
| 84 | Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm).sand).PUMP HOUSE SPS 1&2 |
| 85 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panessand).PUMP HOUSE SPS 1&2 |
| 86 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top coversand).PUMP HOUSE SPS 1&2 |
| 87 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etca) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm.sand).PUMP HOUSE SPS 1&2 |
| 88 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.sand).PUMP HOUSE SPS 1&2110 mm diameter |
| 89 | Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C. pan) with seat and lid with C.P. brass hinges and rubber buffers, 10 liter low level flushing cistern with fitting and brackets, 40 mm flush bend, 20 mm overflow pipe with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:18.68.1 White vitreous china dual purpose WC pan with white solid plastic seat lid with white vitreous china flushing cistern and C.P. flush bendsand).PUMP HOUSE SPS 1&2 |
| 90 | Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal.sand).PUMP HOUSE SPS 1&2 |
| 91 | Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required :18.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.sand).PUMP HOUSE SPS 1&2 |
| 92 | Providing and fixing 15 mm nominal bore of standard back type C.P. brass close hole basin mixer pillar tap of approved quality and make, weighing not less than 1.970 kg.sand).PUMP HOUSE SPS 1&2 |
| 93 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge.sand).PUMP HOUSE SPS 1&2 |
| 94 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.sand).PUMP HOUSE SPS 1&2 |
| 95 | Providing and fixing soil, waste and vent pipes :18.35.1 100 mm dia.18.35.1.1 Sand cast iron S and S pipe as per IS:1729sand).PUMP HOUSE SPS 1&2 |
| 96 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.19.3.2 Internal work Concealed fixing the pipe with clamps at 1.00 meter spacing including cutting chases and making good the wall etc.sand).PUMP HOUSE SPS 1&215mm nominal outer dia pipes. |
| 97 | 20mm nominal outer dia pipes. |
| 98 | 25mm nominal outer dia pipes. |
| 99 | 32mm nominal outer dia pipes. |
| 100 | Providing and fixing square- mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design.20.3.2 150 x 100 mm size P type20.3.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5sand).PUMP HOUSE SPS 1&2 |
| 101 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank sand).PUMP HOUSE SPS 1&2 |
| 102 | Electro-Mechnical Works |
| 103 | Supply, installation, testing and commissioning of Sewage Submersible Pump set. (1W + 1S)Capacity : 57.6 m³/hr.Head : 31 mMotor Rating : 20 HPType : Non Clog Sewage SubmersibleMECHANICAL SPS 1 |
| 104 | Supply, installation, testing and commissioning of Sewage Submersible Pump set. (1W + 1S)Capacity : 129.6 m³/hr.Head : 18 mMotor Rating : 25 HPType : Non Clog Sewage SubmersibleMECHANICAL SPS 2 |
| 105 | Supply, installation, testing and commissioning of Manually operated Sluice ValveSize : 100 mm DiaLocation : Delivery of Pump setMECHANICAL SPS 1 |
| 106 | Supply, installation, testing and commissioning of Manually operated Sluice ValveSize : 150 mm DiaLocation : Delivery of Pump setMECHANICAL SPS 2 |
| 107 | Supply, installation, testing and commissioning of Non Return ValveSize : 100 mmLocation : Delivery of Pump setMECHANICAL SPS 1 |
| 108 | Supply, installation, testing and commissioning of Non Return ValveSize : 150 mmLocation : Delivery of Pump setMECHANICAL SPS 2 |
| 109 | Supply, installation, testing and commissioning of SS Expansion BellowSize : 100 mm Dia Location : Delivery of Pump setMECHANICAL SPS 1 |
| 110 | Supply, installation, testing and commissioning of SS Expansion BellowSize : 150 mm Dia Location : Delivery of Pump setMECHANICAL SPS 2 |
| 111 | Supply, installation, testing and commissioning of Electrically operated Sluice ValveSize : 150 mm DiaLocation : Common HeaderMECHANICAL SPS 1 |
| 112 | Supply, installation, testing and commissioning of Electrically operated Sluice ValveSize : 250 mm DiaLocation : Common HeaderMECHANICAL SPS 2 |
| 113 | Supply, installation, testing and commissioning of Non Return ValveSize : 150 mm DiaLocation : Common HeaderMECHANICAL SPS 1 |
| 114 | Supply, installation, testing and commissioning of Non Return ValveSize : 250 mm DiaLocation : Common HeaderMECHANICAL SPS 2 |
| 115 | Supply, installation, testing and commissioning of SS Expansion BellowSize : 150 mm DiaLocation : Common HeaderMECHANICAL SPS 1 |
| 116 | Supply, installation, testing and commissioning of SS Expansion BellowSize : 250 mm DiaLocation : Common HeaderMECHANICAL SPS 2 |
| 117 | Supply, installation, testing and commissioning of Mechanical coarse Bar ScreenMECHANICAL SPS 1&2 |
| 118 | Supply, installation, testing and commissioning of Manual coarse Bar ScreenMECHANICAL SPS 1&2 |
| 119 | AIR VALVESupply, installation, testing and commissioning of Air valve for Common header lineMECHANICAL SPS 1&2Size : 80 mm Dia |
| 120 | D.I. Specials & Fittings |
| 121 | S.S Fabrication and fitting |
| 122 | MS Fabrication Work in Entire Plant |
| 123 | EOT CRANESupply, Installation, Tesitng and Commisioning of 3.0 Ton EOT Crane.Capacity : 3 Ton for Mian Pumping StationMECHANICAL SPS 1&2 |
| 124 | Supply, installation, testing and commissioning of Electrically Operated Case Iron Open Channel Sluice Gate as per tender Specification.Size : 150 (W) X 150 (D) MMLocation : Inlet MECHANICAL SPS 1 |
| 125 | Supply, installation, testing and commissioning of Electrically Operated Case Iron Open Channel Sluice Gate as per tender Specification.Size : 250 (W) X 250 (D) MMLocation : Inlet MECHANICAL SPS 2 |
| 126 | Supply, installation, testing and commissioning of Electrically Operated Case Iron Open Channel Sluice Gate as per tender Specification.Size : 150 (W) X 150 (D) MMLocation : BypassMECHANICAL SPS 1 |
| 127 | Supply, installation, testing and commissioning of Electrically Operated Case Iron Open Channel Sluice Gate as per tender Specification.Size : 250 (W) X 250 (D) MMLocation : Inlet MECHANICAL SPS 2 |
| 128 | ULTRASONIC LEVEL TRANSMITTERSupply, installation, testing & commissioning of Ultrasonic type level transmitter along with all mounting accessories & hardware, control cables and signal cables and complete connection with anel, interlocking with all pumps and other required accessories with Level switch as technical specification & Data Sheet.Range : 0- 20 Mtr.MECHANICAL SPS 1&2 |
| 129 | ELECTROMAGNETIC FLOW METERSupply, Installation, Testing and Commissioning of Electromagnetic Flow Meter for Common Header as per Detailed Tender Specifications.MECHANICAL SPS 1Size : 150 MM |
| 130 | ELECTROMAGNETIC FLOW METERSupply, Installation, Testing and Commissioning of Electromagnetic Flow Meter for Common Header as per Detailed Tender Specifications.Size : 250 MMMECHANICAL SPS 2 |
| 131 | Supply, installation, testing and commissioning of Dewatering Pump Sets.Rating : 5 HPMECHANICAL SPS 1&2 |
| 132 | CHAIN PULLEY BLOCKSupply, Installation, Tesitng and Commisioning of 2.0 Ton Manually Operated Chain Pulley Block with Tripod for Lifting of Manually Operated Screen and Dewatring Pump.Capacity : 2 Ton for lifting of Manual screenMECHANICAL SPS 1&2 |
| 133 | 11 KV FOUR POLE STRUCTURE (9 m high) S.I.T.C. of 11 KV two pole 9 mtr high structure made of 6\\"x 3\\" \\"I\\" -section girder, 4\\" x 2\\" channels,Clamps, nuts, bolts, etc. suitable for the erection of the following necessary ACSR conductors as per drawing approved by the Engineer-incharge complete with following.ELECTRICAL SPS 1&2 |
| 134 | 11 KV HT CABLELaying of 11 kV(E) grade, galvanised steel flat strip armoured, stranded compact circular Aluminium conductor screened with extruded semi conducting compound as per IS: 7098 (Part-II)-1985 with its latest amendment etc. Size : 3C x 50 sq.mm A2XFY(From 11 KV sybstation to Two pole structure and up to 11 kV Indoor HV Panel & Transformers primary)ELECTRICAL SPS 1&2 |
| 135 | 11 KV HT OUTDOOR TERMINATIONSS.I.T.C. outdoor type cable end termination with heat shrinkable jointing kit completer with all accessories including lugs suitable for size 3 core , XLPE aluminium consuctor cable of 11 KV grade for 3C x 50. sq.mm A2XFYELECTRICAL SPS 1&2 |
| 136 | 11 KV HT INDOOR TERMINATIONSS.I.T.C. indoor type cable end termination with heat shrinkable jointing kit completer with all accessories including lugs suitable for size 3 core , XLPE aluminium consuctor cable of 11 KV grade for 3C x 50 sq.mm A2XFYELECTRICAL SPS 1&2 |
| 137 | 63 KVA DISTRIBUTION TRANSFORMERSupply of Distribution transformer( energy efficiency-Level 3/Star-2) of approved make ONAN cooled, no load voltage ratio 11/0.433 KV, copper, double wound, core type indoor/outdoor type & continuously rated for 3 Ph, 50 Hz, oil immersed winding with vector group Dyn 11, HV delta connected and LV star connected, with neutral brought out connected to provide separate earthing including terminal arrangement bushing/cable box on HV side & cable box on LV side suitable for bus duct conforming to IS: 1180 & its latest amendment (IS 2026 is an adjunct to IS 1180-2014) as per detailed specifications:ELECTRICAL SPS 1&2 |
| 138 | Supply, erection, testing & commissioning of Panel Board as per IS, specifications and technical specification & data sheet ELECTRICAL SPS 12 Nos. 20 HP Starter |
| 139 | Supply, erection, testing & commissioning of Panel Board as per IS, specifications and technical specification & data sheet ELECTRICAL SPS 22 Nos. 25 HP Starter |
| 140 | 1100V Grade LV Cables:Supply, Installation, testing & commissioning of XLPE insulated, 1100V grade, Galvanised steel wire / strip armoured, stranded Aluminum/Copper conductor, PVC tape inner sheathed, cores laid up, Extruded PVC type ST2 sheathed cables as per IS 7098 (Part-I) 1985 of following core & size to be laid on wall with necessary clamps / in cable trench / on cable trays / conduit pipe as per site requirement.ELECTRICAL SPS 1&23.5 C x 95 sq. mm AL. armoured XLPE cable |
| 141 | 3 C x 25 sq. mm AL. armoured XLPE cable |
| 142 | 4 C x 10 sq. mm AL. armoured XLPE cable |
| 143 | 4 C x 6 sq. mm AL. armoured XLPE cable |
| 144 | 4 C x 4 sq. mm CU. armoured XLPE cable |
| 145 | 4 C x 2.5 sq. mm CU. armoured XLPE cable |
| 146 | 3 C x 1.5 sq. mm CU. armoured XLPE cable |
| 147 | Cable Glands/Terminations:suppllying and making end termination with brass compression gland and aluminium lugs for following size of PVC sheathed /XLPPE aluminium consuctor cable of 1.1 KV grade as required.ELECTRICAL SPS 1&23.5 C x 95 sq. mm AL. armoured XLPE cable |
| 148 | 3 C x 25 sq. mm AL. armoured XLPE cable |
| 149 | 4 C x 10 sq. mm AL. armoured XLPE cable |
| 150 | 4 C x 6 sq. mm AL. armoured XLPE cable |
| 151 | 4 C x 4 sq. mm CU. armoured XLPE cable |
| 152 | 4 C x 2.5 sq. mm CU. armoured XLPE cable |
| 153 | 3 C x 1.5 sq. mm CU. armoured XLPE cable |
| 154 | MAINS WIRINGSupply in gand drawing following sizes of FRLSPVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as requiredELECTRICAL SPS 1&22 x 1.5 sq. mm |
| 155 | MAINS WIRINGSupply in gand drawing following sizes of FRLSPVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as requiredELECTRICAL SPS 1&22 x 2.5 sq. mm |
| 156 | MAINS WIRINGSupply in gand drawing following sizes of FRLSPVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as requiredELECTRICAL SPS 1&22 x 4 sq. mm |
| 157 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required.ELECTRICAL SPS 1&2Group C |
| 158 | 40 mm ISI Marked PVC Conduit for Lighting |
| 159 | 25 mm ISI Marked PVC Conduit for Lighting |
| 160 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.ELECTRICAL SPS 1&212 Module (200mmX150mm) |
| 161 | 8 Module (125mmX125mm) |
| 162 | 4 Module |
| 163 | 2 Module |
| 164 | LIGHT & FAN FIXTURES'Supply, istallation, connection, testing & commissioning of light fixture complete with ballast, starters, lamps and other necessary accessories and mounting down rod / bracket, steel wire, hook. 18 W LED Downlight Fixtures and associated fittings such as reflector and choke for Electrical/ Switchgear/ Control/ Office RoomELECTRICAL SPS 1&2 |
| 165 | Supplying and fixing of the ceiling fans of approved make for electrical room with 1200 mm sweepELECTRICAL SPS 1&2 |
| 166 | Supply, fixing and commissioning of 380 mm Sweep ,1400 RPM dia Single Phase Exhaust fans including bird louvers, frame works and other civil works like chipping and making the surface good etcELECTRICAL SPS 1&2 |
| 167 | EARTHING Earthing & Lightning Protection System: earting with G I earth pipe 4.5 meter Long, 40 mm dia including accessories and providing masonary enclouser with cover plate having locking arrangment and watering pipe etc. with charcoal / coke and salt as per requirement For Electrical installation covering Transformers, Motors/ Starters, LV MCC Panel, PDB/ SDB & Lightning Protection System i.e. independent earthing in normal soilELECTRICAL SPS 1&2 |
| 168 | Providing and fixing 25 mm x 5 mm G I strip on surface or in recess for loop earthing as per requiremetn t i.e. 11kV DP structure, Transformers body, 11kV Switchgear, Starter/ Motors, LV PMCC Panel, PDB/ LDB, Cable trays etc.ELECTRICAL SPS 1&2 |
| 169 | Cable Trays & Accessories:Supply, Installation, fabrication, testing & comissioning of G.I perforated type cable (Galvanisation thickness not less than 50 micron) tray with G.I coupler plate & nut bolt, tray cover etc.ELECTRICAL SPS 1&2150 mm Wide x 50 mm depth X 2 mm perforated type for Instrument, Light Cables etc. |
| 170 | Supply, fixing of portable fire extinguisher with necessary clamps, supports and trolley.ELECTRICAL SPS 1&24.5 Kg. Co2 type |
| 171 | Supply 3.00 mm thick insulation Mat for HV & LV of required length and breath.ELECTRICAL SPS 1&2 |
| 172 | DG SET (63 KVA)Supply, Transportation, erection and commissioning of 3 Phase, 415, 50Hz, water cooled multi cylinder diesel generator set with alternator of - - - KVA/ - - - - - KW out put contineous rating directly coupled Engine and Alternator & AMF COntrol Panel with guard and mounted on a common base plate of Robust construction and complete without control panel having IP-52 protection, Acoustic Enclosure as per CPCB norms , sound absorbing material, t to restrict sound level up to 75 dB up to 1 mtr distance and as per CPCB norms etc as per following specifications mentioned below.ELECTRICAL SPS 1&2 |
| 173 | Supply, installation, testing & commissioning of Servo Stebilizer ELECTRICAL SPS 1&2Rating: 63 kVA |
| 174 | AUTOMATIONPLC Based Auto-Operation system of Pump sets along with 1 KVA UPS and battery back ups directed by Engineer in Charge at Pumping StationELECTRICAL SPS 1&2 |
| 175 | Development of graphics of IPS & connecting automation system of IPS to SCADA Room.ELECTRICAL SPS 1&2 |
| 176 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonnecapacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.INTERNAL ROAD SPS 1&2 |
| 177 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.INTERNAL ROAD SPS 1&2 |
| 178 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).INTERNAL ROAD SPS 1&2 |
| 179 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25INTERNAL ROAD SPS 1&2 |
| 180 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.INTERNAL ROAD SPS 1&2 |
| 181 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On bituminous surface @ 0.50 Kg / sqmINTERNAL ROAD SPS 1&2 |
| 182 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With medium setting bitumen emulsion On bituminous surface @ 0.25kg/sqmINTERNAL ROAD SPS 1&2 |
| 183 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.INTERNAL ROAD SPS 1&2 |
| 184 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On bituminous surface @ 0.25kg/sqmINTERNAL ROAD SPS 1&2 |
| 185 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.- 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.INTERNAL ROAD SPS 1&2 |
| 186 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.INTERNAL ROAD SPS 1&2 |
| 187 | Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto upto 1.5 m, including disposal of excavated earth up to 1.0 m from cuttind edge, dispoed earth is to be levelled and neatly dressed in . COMPOUND WALL SPS 1&2All kinds of soil |
| 188 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing completeCOMPOUND WALL SPS 1&2 |
| 189 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level :(including carriage of cement.)1:4:8(1 cement: 4 coarses and: 8 graded stone aggregate 40 mm nominal size).COMPOUND WALL SPS 1&2 |
| 190 | Providing and laying in-situ concrete lining using M-20 nominal mix concrete (max. size of aggregates: 20mm nominal).COMPOUND WALL SPS 1&2In beds |
| 191 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.COMPOUND WALL SPS 1&2b) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 192 | Earth work in bulk excavation by manual means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.COMPOUND WALL SPS 1&2c) All Kind of Soils |
| 193 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.COMPOUND WALL SPS 1&2 |
| 194 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.COMPOUND WALL SPS 1&2 |
| 195 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:(a) up to 1.5 m depthRisingmain Zone 1&2In All kinds of soil |
| 196 | Providing & laying S&S Centifugally Cast (Spun)/D.I pipe of class K-7 confirming to IS : 8329.Risingmain Zone 1150 mm Dia. |
| 197 | Risingmain Zone 2250 mm Dia. |
| 198 | Supply of specials such as duck foot bends tail pieces, bends etc.Risingmain Zone 1&2 |
| 199 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).Risingmain Zone 1150 mm Dia. |
| 200 | Risingmain Zone 2250 mm Dia. |
| 201 | Supply, installation, testing and commissioning of Non Return ValveRisingmain Zone 1150 mm Dia. |
| 202 | Risingmain Zone 2250 mm Dia. |
| 203 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately).Risingmain Zone 150 mm dia |
| 204 | Risingmain Zone 280 mm dia |
| 205 | Poviding and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)Risingmain Zone 1&2 |
| 206 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)Risingmain Zone 1&2 |
| 207 | 15mm cement plaster on the rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1 : 3 ( 1 cement : 3 fine sand)Risingmain Zone 1&2 |
| 208 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) valve chamber, Thrust block and Encasing of Pipe Risingmain Zone 1&2 |
| 209 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.Risingmain Zone 1&2 |
| 210 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more.Risingmain Zone 1&2 |
| 211 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 560 mm internal dia.Risingmain Zone 1&2 |
| 212 | Manufacture, Supply & Delivery of Electric Resistance Welded/Submerged Arc Welded M.S.Pipe having beveled ends plate or coil conforming to IS-3589-2001 or its latest revision/ ammendment for following thickness outside diameter all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading conveyance to Departmental stores, stacking etc. all complete.Risingmain Zone 1914 mm 8 mm thk. |
| 213 | Installation of product pipe by Manual Pipe Jacking method including making of entry and exit pits upto 3 mtr depth, all related civil works like excavation, shoring/strutting, etc., manual shielded excavation, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit after project completion as per the instructions of the Engineerin-Charge all complete except the cost of the pipe. (upto 80 meter installation length)Risingmain Zone 1From 900mm & upto 1000 mm dia |
| 214 | Operation & Maintenance (O&M) for 5 Years Please Enable Macros to View BoQ information |
| 215 | Operation & Maintenance (O&M) for 5 Years Please Enable Macros to View BoQ information |
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