Sales : +91-777 804 8217
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-06-2025 | Date and BOQ corrigendum | Date | 26-06-2025 |
| 2 | 12-06-2025 | 2Corrigemdum | Date | 24-06-2025 |
| 3 | 06-06-2025 | Date corrigendum | Date | 12-06-2025 |
| 4 | 02-06-2025 | Corrigendum | Financial Bid | 06-06-2025 |
| Sl. No. | Item Description |
| 1 | Dismantling concrete(Cement concrete plain1:2:4 mix) |
| 2 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications |
| 3 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings, including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects.For Ordinary Soil having gravel 40%. |
| 4 | Providing, laying in trenches to correct gradient and alignment and jointing of HDPE pipes having ISI specification IS:14333 PE 100 Class PN-6 marked make Reliance/Hasti/Duraline o laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. |
| 5 | Diameter outer 500mm |
| 6 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:4985-2000 Class 2(0.40Mpa) marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. (Working pressure 4kgf/sqcm) |
| 7 | Diameter outer 500mm |
| 8 | Diameter outer 450mm |
| 9 | Diameter outer 400mm |
| 10 | Diameter outer 315mm |
| 11 | Diameter outer 280mm |
| 12 | Diameter outer 250mm |
| 13 | Diameter outer 180mm |
| 14 | Diameter outer 160mm |
| 15 | Diameter outer 125mm |
| 16 | Diameter outer 110mm |
| 17 | Diameter outer 90mm |
| 18 | Diameter outer 75mm |
| 19 | Diameter outer 63mm |
| 20 | Providing & fixing Cast Iron alpha-alpha valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge |
| 21 | Diameter 200mm |
| 22 | Diameter 150mm |
| 23 | Providing, lowering in trenches to correct gradient and alignment, jointing with tytonrubber joint and cutting of reinforced cement concrete spigot and socketed pipes andspecials with rubber ring ISI marked as per IS code IS458-2003 into trenches for all depths and laying out the same to correctalignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in suitable rigid manner while the same arebeing jointed and until the surrounding benchings, haunches and envelopes arecompleted.The pipes shall rest on the beds at all joints through their lengths and fixing ofrubber ring, facing, testing the pipes forleakage and making good the same leakageand all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. R.C.C. Pipe NP -3 Dia 450mm |
| 24 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 25 | Earth filling (a) (i) Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres |
| 26 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 27 | Shuttering for faces of concrete foundation and foundation beam and plinth beam (vertical or battering). |
| 28 | Centering and shuttering for columns (Square or rectangular or polygonal in plain). |
| 29 | Centering and Shuttering for flat surfaces such as suspended floors, roof , landings, chajjas, shelves etc. |
| 30 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. |
| 31 | Cement Concrete 1:3:6 with stone ballast or shingle, mixing by mechanical means using concrete Mixer volumetric type |
| 32 | Cement Concrete 1:2:4 with stone ballast or shingle, mixing by mechanical means using concrete Mixer volumetric type |
| 33 | Cold Twisted Deformed(Ribbed/Tor steel) Bars Fe500 as IS 1786-2008 for RCC work where not including in the complete rate RCC including bending and binding placing in position complete. |
| 34 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 35 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. |
| 36 | First class burnt brick work laid in cement sand mortar 1:5 in first storey above 4 metres Extra for c above 4 meters (where any single storey exceeds 4 metres in height) for every additional height of 2 metres or part thereof for Brick Work/ Concrete Block/ Clay Block. |
| 37 | 10mm thick cement Plaster 1:4 |
| 38 | 12.5 mm thick cement plaster 1:4 |
| 39 | Providing and Fixing Foot steps / rungs for Haudies |
| 40 | Iron grated doors, including pintle hinges & arrangements |
| 41 | Supplying and fixing of Japani sheet frames (Chowkhat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge.( Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter.Doors and windows frame of size 118mm x 60mm with 40 mm wide single rebate weighing 3.43 kg per meter. |
| 42 | Reinforced Cement Concrete M25 mechanically batch mixed batch type concrete mixer as per IS1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth. |
| 43 | Reinforced Cement Concrete M25 mechanically batch mixed batch type concrete mixer as per IS1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in superstructure. |
| 44 | Reinforced Cement Concrete M30 mechanically batch mixed batch type concrete mixer as per IS1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth. |
| 45 | Reinforced Cement Concrete M30 mechanically batch mixed batch type concrete mixer as per IS1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in superstructure. |
| 46 | Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded. |
| 47 | Preparation of Plastered or concrete surface for Painting (including sand Papering the surface using ready mix cement based wall putty by applying two or more coat to get a required finish. |
| 48 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade |
| 49 | Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat ofwater proofing Cement Paint applied@ 2.20 Kg/10 Sqm. |
| 50 | Terracing consiting of tiles 22.86 x 11.43 x 3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing. |
| 51 | Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16 |
| 52 | Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3) |
| 53 | Cement concrete 1:2:4 gola 10 cm x 10 cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 54 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and fine sand and 100mm sand filling using mechanical mixer for mixing of material. |
| 55 | Conglomerate floor 50 mm thick cement concrete rete 1:2:4 on 100 mm thick cement concrete 1:8:16and100 mm sand filling using mechanical mixer for mixing of material |
| 56 | Providing and laying vitrified floor tiles in different sizes in light colour shades made using Soluble Salt Technology ( thickness to be specified by the manufacturer ) with water absorption\"s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades , laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 fine sand), complete. (Solubal Salt Print Penetration should be up to 1 to 2 mm after the tiles are fired & polished). Size 600x600 mm. |
| 57 | Providing and laying Anti skid Ceramic floor tiles of size 300x300 mm x 10 mm thick of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on flooring skirting and dado in 12.5mm thick cement plaster 1:3 in base and jointed with @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete white cement slurry in joints including corners angles and beading. |
| 58 | Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approvedmake in all colours, shades except burgundy, bottlegreen, blackof size200x300mm, 100x200mm, 200x200mm as approved by Engineer-in-Charge in skirting, risersof step sand dados over 12mm thick bed of cement Mortar 1:4 (1cement:4 fine sand)and jointing with grey cement [email protected] kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 59 | Black Granite stone tiles15mm to 20mm thick in skirting, risers of steps,dado wall sand pillarslaid in 12.5mm thick cement mortar 1:3 (1cement 3coarse sand) and jointed with neat cement slurrymixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps. |
| 60 | Centering and shuttering for faces of walls, partitions, retaining wall sand the like (vertical or battering including attached pilasters buttresses etc. |
| 61 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position(Code : II Revision IS-2191 Part-I) 1973. A) Commercial with elm or gurjan facing on both/Sides with laminated core and lipped edges:- (ii) 35 mm thick. |
| 62 | Cost of aluminum fittings complete for doors, windows such as tower bolts, handles, Stoppers and screw etc. for these fittings (Excluding sliding bolt). For shutter area above 0.50 sqm. |
| 63 | Applying pink primer or aluminum priming coat on woodwork including preparation of surface knotting and stopping etc. |
| 64 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallicor plastered,concrete surface to give an even shade. |
| 65 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 66 | Painting new letters and figures of black synthetic enamel paint to an even shade |
| 67 | Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M- 35 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. |
| 68 | INTERNAL- EXPOSED ON WALL : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS15778 (ISI marked with the prior approval of Engineer-in-Charge), having thermal stability for hot & cold water supply,including al lCPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing including jointing of pipes & fittings with one step PVC solvent cement and testing of pipes complete as per direction of Engineer-in Charge. c)SDR 11 CPVC pipes & fittings 25 mm o/d. |
| 69 | INTERNAL- EXPOSED ON WALL : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS15778 (ISI marked with the prior approval of Engineer-in-Charge), having thermal stability for hot & cold water supply,including al lCPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing including jointing of pipes & fittings with one step PVC solvent cement and testing of pipes complete as per direction of Engineer-in Charge.CPVC SDR 11 Pipe & fitting 32mm o/d. |
| 70 | EXTERNAL IN THE GROUND : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS15778 (ISImarked with the prior approval of Engineer-in Charge),having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement,& testing of joints excluding cost of excavation complete as per direction of Engineer-in-Charge. .CPVC SDR 11 Pipe & fitting 32mm o/d. |
| 71 | Providing and fixing H.C.I Floor traps conforming to I.S.I. Specification of reputed firm of the self cleaning design with S.S. grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors,etc. with 100mm x 75mm i/d Floor Trap (weighing 5.8 Kg). |
| 72 | Making soak pit 2.5m outer Diametre 3.0 metre deep 230mm thick 1:5 brick work honey comb with bricks of Ist Class and S.W. drain pipe 100mm Diametre, 1.8m long complete as per standard design.With F.P.S. bricks. |
| 73 | Providing & Fixing in postion C.I. bib cock as per IS:210 with stainless steel spindle of approved make (to the approval of Engineer-in charge ) complete in all respect.(ii) 20mm i/d |
| 74 | Providing & fixing in position Commercial RO without reservoir with four no cartridge/ membrane having flow rate 50 ltr/hr with 6 stage purification process of approved make (to the approval of Engineer-in-charge ) including carriage and fixing in position complete in all respect. |
| 75 | Providing & fixing in position Water Cooler without Stablizer of approved make (to the approval of Engineer-in-charge ) including carriage complete in all respect. |
| 76 | Providing and fixing vitreous chinaware pedestal of approved make (to the approval of Engineer-in-charge) for wash hand basin complete in all respect. Vitreous chinaware standard white pedestal for wash hand basin. |
| 77 | Providing and fixing in position stainless steel sinks of approved make (to the approval of Engineer-in-charge) 1mm thick,grade-304 (18/8) with waste coupling complete in all respect.(CSR Item 30.47) .Sink with drain board overall size 1070x464 mm bowl size 430x355x200mm and waste coupling. |
| 78 | Providing and fixing 110 mm dia. U.P.V.C Rain water pipe of 4kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction ofEngineer -in- charge. |
| 79 | Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer-in charge) with cover with suitable locking arrangement and making necessary holes for inlet,outlet and over flopipes but without fittings and base support for tank.(i) Triple Layer Tanks |
| 80 | Providing and fixing in position Chinaware Indian Orisa water closet size 580x440 mm of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI makred including cost of PVC long bend 32 mm dia complete in all respect and to the entire satisfaction of Engineer-in-charge. |
| 81 | Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. Single Socket Type A (b) 110mm o/d single socket SWR UPVC pipe lines laid complete |
| 82 | RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES:: Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid inheavy gauge PVC conduit pipe 20mm/25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealedmetal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches,16/20Amp.switches with indicator etc. and covered with Frame Plate etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes ( Fourway PVC1½\"deep for walls and CI 3\"deep for ceiling), bonding to earth with PVC insulated copper conductorsinglecore FR cable (ISImarked) 1sq.mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface): |
| 83 | Wiring fan point (With fan box). |
| 84 | Wiring light point. |
| 85 | Wiring call-bell point |
| 86 | Wiring6Amp. Plug control comprising wall socket point |
| 87 | Wiring 16/20Amp. power plug control point. |
| 88 | Providing and fixing in postion storage type automatic electric water heater pressure / non pressure type thermostatically controlled, single phase, vertical wall mounted of approved make (to the approval of Engineer-in-charge) with thermostats, inner container of stainless steel complete with 1 Mtr. three core flexible cord with plug, non return valve and pressure release valve complete including fixing and testing complete in all respect. (a) 25 litre capacity water heater. |
| 89 | Earthing with G.I.wire/ rope in G.I.pipe partly recessed and partly on surface complete with 150 cm long 50mmdia.G.I. earth pipe (Cutting thread sand 36 Nos. holes, 1 cm dia. to make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc.,upto 14 metre in length (including boring & refilling). |
| 90 | MINIATURE CIRCUIT BREAKERS/ RCBO\"s/ RCCB\"s: A MINIATURE CIRCUIT BREAKERS: Supply and erection of Miniature Circuit Breaker MCB\"s for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:- (v) MCB Double Pole 0.5-4amp. (10kA, Curve- C) |
| 91 | Providing and Fixing ceiling consisting of 12.5mm thick Gypsum Board of any size G.I. Cradling hanged from the ceiling by means of G.I. hanger complete as per drawings,specifications and to the entire satisfaction of engineer-in- charge |
| 92 | Boulder masonry in cement mortar (1:6) infoundations and plinth. |
| 93 | Boulder masonry in cement mortar (1:6) insuperstructure |
| 94 | Drilling of 500mm/625mm dia bore with suitable method (direct rotary/ Percussion Rig/ Telescopic Method) as per site conditionsin all kinds of soil including the cost of consumable stores, fuel oil and transportation of rig to the site of the proposed bore to the satisfaction of engineer In Charge |
| 95 | Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attched to thebottom plug complete in all respect. 300 mm internal diameter (weight 62.3kg per metre) 8.0 mmthickness |
| 96 | Supplying, lowering of MS Pipe as per IS:4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore. 300mm nominal diameter (weight 77.40 kg per metre) 9.50 mm thickness |
| 97 | Supplying, Fixing & lowering of Stainless Steel Cage type wire wound screen as per IS:8110-2000 or latest ISI marked Duly welded with suitable grade S.S weldingelectrode.to lower the strainer into tubewell bore u 300mm Steel Strainer (slot size 0.15mm) 8.00 mm thickness |
| 98 | Supplying, Fixing & lowering of Stainless Steel Socket as per IS:8110-2000 or latest ISI marked Duly welded with suitable grade S.S welding electrode.to lower the strainer into tubewell bore complete in all respect. 300mm internal diameter |
| 99 | Supplying and fixing mild steel centering guides made out of 32mm x 6mm thick M.S. bar complete in all respects |
| 100 | Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect 300mm internal diameter |
| 101 | Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. |
| 102 | Making electric Logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect |
| 103 | Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.Capacity of Air compressor 300 cfm at 250 PSI |
| 104 | Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-incharge. |
| 105 | Supplying at quarry site of gravel of 1/16\" to 1/8\" sizes including pouring and packing in the annular space between the pipes assembly and thebore.The gravel should be free from, dust,dirt, or the vegetable manner asper IS4097/1967 with latest amendments (to be paid as per actual length of pipe) |
| 106 | Supply, Installation, Testing, and Commissioning of an Electrically Driven Submersible Pumping Set of a reputed make (Kirloskar/KSB/Wilo), designed to efficiently deliver 2800 LPM against a head of 54 meters at the designated borewell site. The site shall be selected based on a resistivity test to ensure optimal functioning, with the entire system being installed and commissioned to operate seamlessly in all respects. |
| 107 | Supply, Installation, Testing, and Commissioning of an Electrically Driven Centrifugal Pumping Set with C.I. impeller of a reputed make (Kirloskar/KSB/Wilo), engineered to deliver 8600 LPM against a head of 30 meters with optimal performance. The system shall be installed, tested, and commissioned to ensure seamless functionality, fully completed in all respects. |
| 108 | Providing, fixing of 10 sqmm 3 Core copper wire |
| 109 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in charge). Class PN-1.6 as per ISI (f) 300mm i/d Sluice Valves flanged |
| 110 | Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing, cost of nut bolts & rubber insertion all carriages complete (e) C.I Single air valve screwed (Size80mm) |
| 111 | Proving & fixing ISI Marked Non-return valves flanged end class PN-1.6 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc.complete. 150mm i/d Non-return valve |
| 112 | Proving & fixing ISI Marked Non-return valves flanged end class PN-1.6 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc.complete. 300mm i/d Non-return valve |
| 113 | Providing & fixing of 150 mm dia GI Pipe C Class with both side flange welding and threading with rubber gasket, nut bot etc in complete in all respect |
| 114 | Providing, laying, fixing, testing and commissioning of \"C\" Class heavy duty MS Pipe conforming to Indian Standard IS :1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts,gaskets etc. fixing the pipe on the wall / ceiling with suitable clamps and painting with two or more coats of synthetic enamel paint of required shade complete in all respects. 300 mm I/d |
| 115 | Automatic operation of Submersible Pump and Centrifugal Pumps in synchronized manner With PLC based panel and Scada software specifications as per Specification mentioned in Annexure- Electric Specifications |
| 116 | Fly Ash Filling in Foundation Trenches as per Drawing & Technical Specification |
| 117 | Stone or Kankar block pitching:- (b) On slopes of guide bandh and protection works |
| 118 | Filling stone or spall:- (b) On side slopes behind pitching. |
| 119 | Grouting stone filling or pitching:- (a) With bajri or shingle. |
| 120 | 1.8 meter high G.I. barbed wire fencing with 2.4 meter angle iron posts 50x50x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 12 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications |
| 121 | Hire charges of Machinery -Crane 80 tonnes |
| 122 | Supply, Installation, Testing, and Commissioning of an Electrically Driven Submersible Pumping Set of a reputed make (Kirloskar/KSB/Wilo), designed to efficiently deliver 2200 LPM against a head of 54 meters at the designated borewell site. The site shall be selected based on a resistivity test to ensure optimal functioning, with the entire system being installed and commissioned to operate seamlessly in all respects. |
| 123 | any other item |
Copyright © 2025 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail