Tender For 30 Mld Water Supply System In Activation Area Phase-1 Bida For Master Plan-2045 Of Bundelkhand Industrial Development Authority (Bida), District Jhansi Under Deposit Programme
Tender Value
68.04 Crore
Estimated cost
Bid Submission
20 Nov 2026
20 days left
EMD
68.04 Lakhs
Bank guarantee accepted
Document Fee
23600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jhansi → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for 30 Mld Water Supply System In Activation Area Phase-1 Bida For Master Plan-2045 Of Bundelkhand Industrial Development Authority (Bida), District Jhansi Under Deposit Programme
BOQ
| Sl. No. | Item Description |
| 1 | Gravity Main from TAPPING POINT NEAR CANAL BIJOLI TO PUMPING STATION AT UPSIDC AREA |
| 2 | Excavation for pipe line in ordinary soil (loam, clay, sand) with lift up to 1.5 m and lead up to 50 m and including filling back, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth within 50 meters. |
| 3 | In mixed soil |
| 4 | 0 m-1.5 m depth |
| 5 | For over 1.5m-3.0m depth |
| 6 | In all type of rock |
| 7 | For - 0 m-1.5 m depth |
| 8 | For over 1.5m-3.0m depth |
| 9 | Supply & filling crusher stone dust for pipe bedding or over the pipe (including supply of crusher stone dust). |
| 10 | Manufacturing, fabricating, providing, testing, and supplying spirally welded / ERW / SAW / fabricated Mild Steel (MS) pipes (Commercial Quality) conforming strictly to IS-3589 and/or IS-5504 as applicable. The pipe specification explicitly mandates STRICTLY NO NEGATIVE TOLERANCE in nominal wall thickness. Item scope includes complete internal surface cleaning and application of a uniform 9mm thick Cement Mortar Lining (CML) as per IS-11906 with necessary wet curing, and complete external surface grit blast cleaning to Sa 2½ finish followed by application of an anti-corrosive 3-Layer Polyethylene (3LPE) Coating conforming to DIN 30670 / ISO 21809-1. Scope further includes provision of end-protection caps, safe crane-assisted factory loading onto trucks, comprehensive long-distance transportation to designated project sites, safe site unloading, sorting, and structural stacking on timber/sandbag beds in accordance with detailed technical specifications. |
| 11 | 700 mm dia MS Pipe (10mm Thick) |
| 12 | Lowering, laying in position to correct line and level including M. S. specials with / without any outcoating such as distance pieces, straps, bends, tapers, etc. on pedestals or chairs upon formation. The rate to include loading, unloading, hoisting, marginal cutting wherever required,assembling and tack welding, and transportation upto 500 M etc. complete. |
| 13 | 700 mm dia MS Pipe (10mm Thick) |
| 14 | Supply of following type of valves as per specifications F.O.R. desination rates per meter (exclusive of GST) in Rs. every where in UP upto stores of consignees inclusive of third party inspection charges, packing and forwarding charges, transit insurance charges, road transportation charges, unloading & stacking the same etc. complete. |
| 15 | D.I.Sluice valve |
| 16 | At CH: 0+050 |
| 17 | 700 mm dia (Electrically operated) At Tapping Point |
| 18 | 1300 mm dia |
| 19 | Kinetic Air Valve + Isolation Sluice Valves as per IS: 14845/AWWA 512 Rating PN 1.6 |
| 20 | AT CH: 0+500 |
| 21 | 150 mm Dia |
| 22 | Manufacturing, supplying at site & laying, jointing of following M.S. pipes as per IS specifications, duly testing for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of Engineer-in-Charge. (Excluding protective coating) |
| 23 | Dia. of pipe 1300 mm (I.D) Thickness of pipe :10 mm |
| 24 | At Tapping Point |
| 25 | 1300 mm dia |
| 26 | Dia. of pipe 450 mm (I.D) Thickness of pipe : 10 mm |
| 27 | At Pump House for Connecting to 4 No's of 450mm Dia Pipe to Pumps |
| 28 | 450 mm dia |
| 29 | Providing rigid welded joint to the following MS Pipe including testing of joints and cost of jointing material as per relevant approve specification complete. |
| 30 | At Pump House for Connecting to 4 No's of 450mm Dia Pipe |
| 31 | 700 mm dia |
| 32 | At Pump House for Connecting to 4 No's of Pumps to Pipe |
| 33 | 450 mm dia |
| 34 | Providing and laying, including testing, ductile iron PN 16 type flanged sockets conforming to IS:9523/2000, having dimensions as per Table 23 of IS:9523/2000, in the following nominal diameter/sizes, with external bitumen coating and internal cement mortar lining with finishing as per Clause 13 of IS:9523/2000. |
| 35 | 450 mm diameter |
| 36 | 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. pipes, including cost of labour, materials, and transportation to stores/site, loading and unloading, excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of specials, bends, tees, etc. |
| 37 | Tee at Tappping Point (1300 x 1300 x 700 mm) |
| 38 | Dismantling of manually/by mechanical means including stacking of serviceable material and disposal of unserviceable within 1000 meters lead as per direction of Engineer-in-charge. |
| 39 | Bituminous courses By Mechanical Means (BC & DBM) |
| 40 | Granular courses By Mechanical Means (GSB & WMM) |
| 41 | Reinstatement of following type of road surfaces for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. |
| 42 | Granular Sub-Base with Coarse Graded Material (Table 400-2):Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with a motor grader on the prepared surface, mixing by the mix-in-place method using a rotavator at optimum moisture content (OMC), and compacting with a vibratory roller to achieve the desired density, complete as per Clause 401. |
| 43 | Wet Mix Macadam (WMM):Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specifications, including premixing the material with water at Optimum Moisture Content (OMC) in a mechanical mix plant, transporting the mixed material to site by tipper, laying in uniform layers with a paver on the prepared sub-base/base course, and compacting with a vibratory roller to achieve the desired density. |
| 44 | Providing and applying primer coat with SS-2 grade bitumen emulsion on the prepared granular base, including cleaning the road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, complete as per specifications. |
| 45 | Providing and applying tack coat with bitumen VG-10 using a bitumen pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous surface, cleaned with a mechanical broom, complete as per specifications. |
| 46 | Dense Graded Bituminous Macadam (Grading II – 19 mm)Providing and laying dense graded bituminous macadam with 100–120 TPH batch type hot mix plant (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 and filler, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, and rolling with smooth wheeled, vibratory, and tandem rollers to achieve the desired compaction, complete as per MoRTH Specification Clause No. 507 complete in all respects.) |
| 47 | 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% by weight of total mix and filler. The hot mix shall be transported to the work site, laid with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, and rolled with smooth-wheeled, vibratory, and tandem rollers to achieve the desired compaction, all complete as per MoRTH Specification Clause 509. complete in all respects) for Grading-I ( 13 mm nominal size ) |
| 48 | Construction of thrust block all complete including RCC and steel. |
| 49 | 22.5 Angle |
| 50 | 45 Angle |
| 51 | 90 Angle |
| 52 | Construction of Chamber for valve all complete including RCC and steel. |
| 53 | Sluice Valve 700mm |
| 54 | Air Valve 150mm |
| 55 | Sluice valve 1300mm |
| 56 | Machine ends suitable for PSC pipes of all diameters as per detailed drawing. |
| 57 | CONSTRUCTION OF SUMP-MAIN CUM-CLEAR WATER RESERVOIR-CUM-PUMP HOUSE 2500 KL CAPACITY AT WATER WORKS CAMPUS (MCWR) |
| 58 | Survey, Design & Drawing:Detailed topographic survey, geotechnical investigation, and preparation of structural designs/drawings for a Semi-Sunk RCC Clear Water Reservoir (CWR). The design (Rectangular or Circular) will be finalized based on site conditions and must include adequate freeboard as per IS Specifications. Civil Construction (CWR):• Earthwork: Excavation in all types of soil and rock, including continuous dewatering (bailing out water) and rock cutting using specialized Tools & Plant (T&P).• Structure: Construction of the RCC CWR including a Suction Chamber, Inlet/Outlet/Overflow/Drainage pipe assembly with Puddle Collars, and an RCC Apron around the structure.• Access & Safety: Fixing of S.S. ladders with internal railings, RCC ramps, and stairs from Ground Level (GL) to the roof. Installation of Manhole (MH) covers with locking arrangements and ventilators at the top.• Railings: Supply and fixing of S S railing (as per approved design ) on the CWR top. Clear Water Pump House:• Building: Construction of a Pump House of suitable height with all doors, windows, and a Gantry Girder with Chain Pulley for pump installation/maintenance.• Finishing: Kota Stone flooring inside the Pump House and on the CWR top. All concrete surfaces to be finished with 2 coats of Birla White Putty and 3 coats of approved Exterior/Interior Paint.• Foundations: Construction of robust foundations for the pumping plants and providing steel-cage hinged openings in the slab with locking arrangements.Piping & Valves:• Supply & Installation: Supply of all C.I./D.I. pipes, specials, and required capacity Sluice Valves (SV) along with dedicated SV Chambers.• Maintenance: Construction of a dedicated drainage arrangement for emptying the CWR during cleaning.• Protection: Painting of all exposed pipes with anti-corrosive paint as per the direction of the Engineer-In-Charge. Site Development:• Instrumentation: Installation of an Automatic Water Level Indicator for real-time monitoring.• General: Making temporary approach roads, refilling/compaction of earth around the CWR, and complete site clearance/development after construction.SCADA Instrumentation (Quality Sensors)1. Ultrasonic Level Transmitter: 2. Pressure Transmitter: 3. Digital Flow Meter: |
| 59 | At Pumping Station, Near UPSIDA Campus (2500 KL) |
| 60 | At Activation Area-1 (2500 KL) |
| 61 | STAFF QUARTER WITH APPROACH ROAD ( 6M & 12M WIDE) |
| 62 | Excavation in foundation in soil (mixed with moorum, shingle, kankar.) including lift upto 1.5m & lead upto 50m refilling watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50m from the centre of foundation trenches. |
| 63 | For DG Set Foundation |
| 64 | Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) |
| 65 | For DG Set Foundation |
| 66 | Concrete with 4 cm gauge stone ballast, coarse sand & cement in proportion of 12:6:1 in foundation, including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 67 | For DG Set Foundation |
| 68 | Mild steel or iron work in R.C.C. work, wrought to the required shape as necessary, including bending for proper completion of the work and including supply of steel and wastage, etc. |
| 69 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. (Excavation in soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. ) |
| 70 | For Approach Road 6 m Wide & Road 12m Wide |
| 71 | Excavation for roadwork in Ordinary Rock with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. (Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. ) |
| 72 | For Approach Road 6 m Wide & Road 12m Wide |
| 73 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 74 | For Entrance Road from NH to Pumping Station |
| 75 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 76 | For Entrance Road from NH to Pumping Station |
| 77 | Granular Sub-Base with Coarse Graded Material (Table 400-2):Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with a motor grader on the prepared surface, mixing by the mix-in-place method using a rotavator at optimum moisture content (OMC), and compacting with a vibratory roller to achieve the desired density, complete as per Clause 401. |
| 78 | For Approach Road 6m Wide |
| 79 | 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. |
| 80 | For Entrance Road from NH to Pumping Station |
| 81 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 82 | Prime Coat over WMM/WBM For Entrance Road from NH to Pumping Station |
| 83 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 84 | Tack Coat over DBM |
| 85 | For Entrance Road from NH to Pumping Station |
| 86 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 87 | For Entrance Road from NH to Pumping Station |
| 88 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 89 | For Entrance Road from NH to Pumping Station |
| 90 | PCC for Paver Block |
| 91 | Plain cement concrete M-15 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409. |
| 92 | For Approach Road 6m Wide& Road 12m Wide |
| 93 | Paver Block |
| 94 | Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding /laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges with M 15 cement concrete in footpath, light traffic parking etc. complete as per direction of Engineer-in-Charge. |
| 95 | (i) 100mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. |
| 96 | For Approach Road 6m Wide& Road 12m Wide |
| 97 | Providing and laying in position cement concrete of M-25 grade but excluding the cost of centering and shuttering - All work upto plinth level : |
| 98 | For DG Set Foundation |
| 99 | Design, supply, fabrication, taransportion and erection of structural steel/mild steel built-up sections for steel building in column, rafter, truss, floor joist, wind bracings, tie beam, foundation bolts, fasteners etc. Including two coats of Epoxy paint and one coat of primer. These structural steel/built-up sections shall be manufactured using advanced CNC Plasma/Oxy Acetylene cutter and H Beam Welding line. Welding shall be in full depth on both sides of the plate adopting relevant I.S Code. |
| 100 | For DG Set (consider 50mm dia hollow pipe, 3mm thick) |
| 101 | Providing corrugated G.S. sheet roofing including vertical/curved surface, fixed with polymer-coated J or L hooks, bolts and nuts 8 mm diameter, with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/vertical or curved surfaces), excluding the cost of purlins, rafters and trusses, and including cutting to size and shape wherever required. |
| 102 | 1.00 mm thick with zinc coating not less than 275 gm/m² For DG Set Shed |
| 103 | Staff Quarter as per plinth area rate including Electric and sanitary & plumbing work Staff Quarter (10m X 6.6 m) as per approved dwawing & Design |
| 104 | Boundary Wall with Steel Gate |
| 105 | Excavation in foundation in soil (mixed with moorum, shingle, kankar.) including lift upto 1.5m & lead upto 50m refilling watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50m from the centre of foundation trenches. |
| 106 | For Foundation of Boundary Wall |
| 107 | Filling, dressing, and ramming of earth, sand, bajri, ballast, kankar, or shingle in foundation and basement. |
| 108 | Concrete with 4cm gauge stone ballast, coarse sand & cement in proportion of 12:6:1 in foundation, including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 109 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : Cement mortar 1:6 (1 cement : 6 sand). |
| 110 | Concrete with 4cm gauge stone ballast, coarse sand & cement in proportion of 8:4:1 in foundation, including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 111 | Damp proof course with Cement Mortar 1:2 (One Cement and two course sand) 20mm thick mixed with best approved quality water proofing compound conforming to Indian Standard specification as specified by the departmental officers at 2% by weight of cement used and finishing, curing etc. complete complying with standard specification. |
| 112 | R.C.C.with cement, coarse sand & 20mm stone ballast in proportion of 1: 1.5:3 in beams, slab, columns excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50mm thick binding wire inposition & necessary centering and shuttering including curing and supply of all materials, labour, T&P etc. required forproper completion of the work. |
| 113 | Mild steel or iron work in R.C.C. work, wrought to the required shape as necessary, including bending for proper completion of the work and including supply of steel and wastage, etc. |
| 114 | 1st class brick work in 1:6 cement and coarse sand mortar in Super-Structure, including supply of all materials, labour, T&P, etc. required for proper completion of the work. |
| 115 | 20 mm thick plaster with cement and coarse sand mortar in 1:6 over brickwork, with a minimum thickness not less than 20 mm, including supply of all materials, labour, T&P, etc. required for proper completion of the work. |
| 116 | Exterior paint on outer surface of RCC/masonry, two or more coats applied @ 1.67 Ltr per 10 sqm over and including a priming coat of exterior primer applied @ 2.20 Ltr per 10 sqm, including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 117 | Carting from store, laying, jointing, fixing and testing 40 mm dia (I.D.) PVC pipes and specials, complete in all respects. |
| 118 | Mild steel or iron work in small sizes and sections work, wrought to the required shape as necessary, including bending for proper completion of the work and including supply of steel and wastage, etc. |
| 119 | Painting or varnishing of new iron or wood work with one coat of priming and two coats of approved paint & varnish including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 120 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineerin charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately). |
| 121 | Rising Main (Pumping Station to Activation Area) |
| 122 | Excavation for pipe line in morrum, kankar and all type of rock with lift up to 1.5 m and lead up to 50m and including filling back, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth within 50 meters. |
| 123 | 700 mm dia MS Pipe (10mm Thick) for - 0 m-1.5 m depth |
| 124 | 700 mm dia MS Pipe (10mm Thick) for over 1.5m-3.0m depth |
| 125 | In all type of rock |
| 126 | 700 mm dia MS Pipe (10mm Thick) for - 0 m-1.5 m depth |
| 127 | 700 mm dia MS Pipe (10mm Thick) for over 1.5m-3.0m depth |
| 128 | Supply & filling crusher stone dust for pipe bedding or over the pipe (including supply of crusher stone dust). |
| 129 | Manufacturing, providing and supplying spirally welded /ERW/ SAW/ fabricated M.S. pipes (Commercial Quality) including 9mm CML for internal surface and 3 LPE coating for External Surface, loading in to truck, transport to site, unloading, stacking, excluding GST in all respect etc. complete as per IS-3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible) |
| 130 | 700 mm dia MS Pipe (10mm Thick) |
| 131 | Lowering, laying in position to correct line and level including M. S. specials with / without any outcoating such as distance pieces, straps, bends, tapers, etc. on pedestals or chairs upon formation. The rate to include loading, unloading, hoisting, marginal cutting wherever required,assembling and tack welding, and transportation upto 500 M etc. complete. |
| 132 | 700 mm dia MS Pipe (10mm Thick) |
| 133 | Supply of following type of valves as per specifications F.O.R. desination rates per meter (exclusive of GST) in Rs. every where in UP upto stores of consignees inclusive of third party inspection charges, packing and forwarding charges, transit insurance charges, road transportation charges, unloading & stacking the same etc. complete. |
| 134 | DI DF Non Rising Metal Seated Sluice Valve as per IS: 14846: 2000 PN 1.6D.I ,.Sluice valve/Scour Valve |
| 135 | 700 mm dia (Electrically operated) |
| 136 | Kinetic Air Valve + Isolation Sluice Valves as per IS: 14845/AWWA 512 Rating PN 1.6 |
| 137 | 150 mm Dia |
| 138 | Manufacturing, supplying at site & laying, jointing of following M.S. pipes as per IS specifications, duly testing for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of Engineer-in-Charge. (Excluding protective coating) |
| 139 | 900 mm Dia MS Casing Pipe for Crossing |
| 140 | For Railway Crossing @ CH:- 1+800 |
| 141 | For NH Underpass @ CH:- 1+950 |
| 142 | For NH Embankment near @ CH:-4+300 |
| 143 | For GAIL Line Crossing @ CH:-15+800 |
| 144 | For Vehicle Underpass @ CH:-3+300 |
| 145 | For Vehicle Underpass @ CH:-4+000 |
| 146 | For Vehicle Underpass @ CH:-7+000 |
| 147 | For Vehicle Underpass @ CH:-11+000 |
| 148 | Dia. of pipe 900 mm (I.D) Thickness of pipe :10 mm |
| 149 | Providing rigid welded joint to the following MS Pipe including testing of joints and cost of jointing material as per relevant approve specification complete. |
| 150 | At Railway Crossing and NH Crossing |
| 151 | 700 mm dia |
| 152 | Fabrication of M.S. pipes & specials as per IS specifications, with inside & outside epoxy coating as per relevant IS code, duly tested for usage in drinking water, inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site, & stacking etc., complete as per direction of Engineer-in-Charge. |
| 153 | At Railway Crossing and NH Crossing |
| 154 | Installation of product pipe by Micro tunneling method, including construction of entry and exit pits up to 3.0 m depth, and all related civil works such as excavation, shoring/strutting, etc.; manual shielded excavation; lowering of pipe segments in the jacking pit; laying and jointing of the product pipeline through the jacking process from the jacking pit; and restoration after completion of work, as per the instructions of the Engineer-in-Charge, complete in all respects, except the cost of the pipe (up to 80 m installation length). |
| 155 | For Railway Crossing @ CH:- 1+800 |
| 156 | For NH Underpass @ CH:- 1+950 |
| 157 | For NH Embankment near @ CH:-4+300 |
| 158 | For GAIL Line Crossing @ CH:-15+800 |
| 159 | From 900 mm dia to 1000mm dia MS pipe |
| 160 | Pushing of M.S. Pipes of the specified diameters for road push-through method in all types of strata, using hydraulic jacks and drilling machines of required size, including lowering, laying, jointing, welding, use of necessary machinery (tripod, chain pulley block, crane, blower, compressor, etc.), loading and unloading of machinery into the trench, transportation, dewatering, and all other incidental works required for proper completion, as directed by the Engineer-in-Charge, but excluding the cost of M.S. pipes. |
| 161 | For Vehicle Underpass @ CH:-3+300 |
| 162 | For Vehicle Underpass @ CH:-4+000 |
| 163 | For Vehicle Underpass @ CH:-7+000 |
| 164 | For Vehicle Underpass @ CH:-11+000 |
| 165 | 500 mm to 1000mm dia MS pipe |
| 166 | Dismantling of manually/by mechanical means including stacking of serviceable material and disposal of unserviceable within 1000 meters lead as per direction of Engineer-in-charge. |
| 167 | At CH:-18+600, 19+000, 19+300 |
| 168 | At CH:-13+250 to 14+550 |
| 169 | At CH:-15+100 to 15+900 |
| 170 | At CH:-16+200 to 16+600 |
| 171 | Bituminous courses By Mechanical Means (BC & DBM) |
| 172 | At CH:-18+600, 19+000, 19+300 |
| 173 | At CH:-13+250 to 14+550 |
| 174 | At CH:-15+100 to 15+900 |
| 175 | At CH:-16+200 to 16+600 |
| 176 | Granular courses By Mechanical Means (GSB & WMM) |
| 177 | Reinstatement of following type of road surfaces for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. |
| 178 | Granular Sub-Base with Coarse Graded Material (Table 400-2):Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with a motor grader on the prepared surface, mixing by the mix-in-place method using a rotavator at optimum moisture content (OMC), and compacting with a vibratory roller to achieve the desired density, complete as per Clause 401. |
| 179 | At CH:-18+600, 19+000, 19+300 |
| 180 | At CH:-13+250 to 14+550 |
| 181 | At CH:-15+100 to 15+900 |
| 182 | At CH:-16+200 to 16+600 |
| 183 | GSB for filling |
| 184 | Wet Mix Macadam (WMM):Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specifications, including premixing the material with water at Optimum Moisture Content (OMC) in a mechanical mix plant, transporting the mixed material to site by tipper, laying in uniform layers with a paver on the prepared sub-base/base course, and compacting with a vibratory roller to achieve the desired density. |
| 185 | At CH:-18+600, 19+000, 19+300 |
| 186 | At CH:-13+250 to 14+550 |
| 187 | At CH:-15+100 to 15+900 |
| 188 | At CH:-16+200 to 16+600 |
| 189 | Providing and applying primer coat with SS-2 grade bitumen emulsion on the prepared granular base, including cleaning the road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, complete as per specifications. |
| 190 | At CH:-18+600, 19+000, 19+300 |
| 191 | At CH:-13+250 to 14+550 |
| 192 | At CH:-15+100 to 15+900 |
| 193 | At CH:-16+200 to 16+600 |
| 194 | Providing and applying tack coat with bitumen VG-10 using a bitumen pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous surface, cleaned with a mechanical broom, complete as per specifications. |
| 195 | At CH:-18+600, 19+000, 19+300 |
| 196 | At CH:-13+250 to 14+550 |
| 197 | At CH:-15+100 to 15+900 |
| 198 | At CH:-16+200 to 16+600 |
| 199 | Dense Graded Bituminous Macadam (Grading II – 19 mm)Providing and laying dense graded bituminous macadam with 100–120 TPH batch type hot mix plant (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 and filler, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, and rolling with smooth wheeled, vibratory, and tandem rollers to achieve the desired compaction, complete as per MoRTH Specification Clause No. 507 complete in all respects.) |
| 200 | At CH:-18+600, 19+000, 19+300 |
| 201 | At CH:-13+250 to 14+550 |
| 202 | At CH:-15+100 to 15+900 |
| 203 | At CH:-16+200 to 16+600 |
| 204 | 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% by weight of total mix and filler. The hot mix shall be transported to the work site, laid with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, and rolled with smooth-wheeled, vibratory, and tandem rollers to achieve the desired compaction, all complete as per MoRTH Specification Clause 509. complete in all respects) for Grading-I ( 13 mm nominal size ) |
| 205 | At CH:-18+600, 19+000, 19+300 |
| 206 | At CH:-13+250 to 14+550 |
| 207 | At CH:-15+100 to 15+900 |
| 208 | At CH:-16+200 to 16+600 |
| 209 | Construction of thrust block all complete including RCC and steel. |
| 210 | 22.5 Angle (at CH:- 1+000, 1+500, 2+400, 3+100, 4+300, 5+900, 6+200, 7+600, 9+300, 11+400, 11+900 , 15+300) |
| 211 | 45 Angle (at CH:- 2+500, 12+000, 14+700, 17+800) |
| 212 | 90 Angle (at CH:- 0+150, 1+900, 12+300, 20+550) |
| 213 | Construction of Chamber for valve all complete including RCC and steel. |
| 214 | Sluice Valve/Scour Valve/NRV 700mm |
| 215 | Air Valve 150mm |
| 216 | At CH:-17+200 |
| 217 | Bridges |
| 218 | 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 as per relevant clauses of section 300 & 2100. |
| 219 | In Ordinary soil (including back filling with approved material) (i) Depth upto 3m. |
| 220 | For 100 m Long Bridge at CH:- 5+500 |
| 221 | For 120 m Long Bridge at CH:- 8+700 |
| 222 | Same as above but in Ordinary rock (not requiring blasting) |
| 223 | In Ordinary rock (including back filling with approved material) (i) Depth upto 3m. |
| 224 | For 100 m Long Bridge at CH:- 5+500 |
| 225 | For 120 m Long Bridge at CH:- 8+700 |
| 226 | Same as above but in Hard rock (blasting Prohibited) |
| 227 | 80% of Hard Rock Considered of total depth 7.65m |
| 228 | For 100 m Long Bridge at CH:- 5+500 |
| 229 | For 120 m Long Bridge at CH:- 8+700 |
| 230 | Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B. C. soil (in gunny bags if required). Providing impervious / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engneer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. |
| 231 | 1.5 m depth, 2 m top width,1.875m bottom width and 1:1.5 side slope, |
| 232 | For 100 m Long Bridge at CH:- 5+500 |
| 233 | For 120 m Long Bridge at CH:- 8+700 |
| 234 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) |
| 235 | Providing and laying M-20 Grade Plain cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and placing with Boom placer. |
| 236 | For 100 m Long Bridge at CH:- 5+500 |
| 237 | For 120 m Long Bridge at CH:- 8+700 |
| 238 | For Footing |
| 239 | Providing and laying M-30 garde Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and placing with Boom placer. |
| 240 | a) Height upto 5 M |
| 241 | For 100 m Long Bridge at CH:- 5+500 |
| 242 | For 120 m Long Bridge at CH:- 8+700 |
| 243 | For Footing |
| 244 | Providing and laying M-35 garde Reinforced cement concrete in Sub-structure complete as per drawing and technical specifications. With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and placing with Boom placer. |
| 245 | a) Height upto 5 M for Column |
| 246 | For 100 m Long Bridge at CH:- 5+500 |
| 247 | For 120 m Long Bridge at CH:- 8+700 |
| 248 | a) Height 5 to 10 m for Column |
| 249 | For 100 m Long Bridge at CH:- 5+500 |
| 250 | For 120 m Long Bridge at CH:- 8+700 |
| 251 | Providing and Placing M35 garde Reinforced / Prestressed cement concrete in super structure e/x reinforcement as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 . With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and placing with Boom placer |
| 252 | For 100 m Long Bridge at CH:- 5+500 |
| 253 | For Beam @ Slab level |
| 254 | For Beam @ Slab |
| 255 | For Slab |
| 256 | For 120 m Long Bridge at CH:- 8+700 |
| 257 | For Beam @ Slab level |
| 258 | For Beam @ Slab |
| 259 | For Slab |
| 260 | Height upto 5 M |
| 261 | Providing and laying in situ / ready mix M-40 cement concrete of trap / granite / quartzite/ gniess metal for reinforced cement concrete block (Pedestal) below the bearing including necessary scaffolding, plywood/steel formwork, compaction by vibrating, finishing in CM 1:3 and curing complete (Excluding reinforcement) Using reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (VSI sand finely washed etc ) (refer SSR tem No-17.62) |
| 262 | MP SOR 2025 PWD Roads & Bridges Chapter-14 Sr. No:-14.1 Pg.No:-120 |
| 263 | For 100 m Long Bridge at CH:- 5+500 |
| 264 | For 120 m Long Bridge at CH:- 8+700 |
| 265 | Saddle at 5m Interval |
| 266 | Providing, cutting, bending, hooking, tying and laying in position Mild Steel Bars confirming to IS: 432:1982 for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 267 | For Footing |
| 268 | For Columns |
| 269 | For Beam |
| 270 | For Slab |
| 271 | Saddle at 5 m Interval |
| 272 | Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification and as per relevant clauses of section 1900 and 2700. |
| 273 | For 100 m Long Bridge at CH:- 5+500 |
| 274 | For 120 m Long Bridge at CH:- 8+700 |
| 275 | M S RAILING |
| 276 | PUMPING PLANT AND ACCESSORIES FOR CLEAR WATER RESERVOIR (CWR) |
| 277 | Horizontal split case pump (HSC pump) |
| 278 | Providing & supplying of HSC pump at site, capable of discharging 716 m3/hr against a total head of 60 m from all causes.Casing-Cast Iron IS-210,FG-260,Impeller-CD4MCU(ASTM A890 Gr. 1A),Pump Shaft-ASTM A276,SS 410, Shaft sleeve-ASTM A276,SS 410 complete As per IS5120/IS9137 |
| 279 | Foot Mounted Motors TEFC 1000 RPM |
| 280 | Providing, erecting and giving test and trial of Foot Mounted TEFC IE-3,1000 RPM, squirrel cage induction motor, conforming to IS 325 having continuous rating suitable for operation at 415 Volts +/-10%, 3 Phase, 50 Hz +/-3% with \\"F\\" class insulation temperature rise limited to class \\"B\\" insulation.IP-55.As per IEC 60034-1,IS 12615. 187 kW ( 250 HP ) |
| 281 | Centrifugal Coupled Pump set -- Erection charges |
| 282 | Erecting and giving test of centrifugal coupled pump set with foot mounted motor excluding base plate coupling and foundation bolts, etc. on provided concrete foundation / RSJ with accurate levelling with shims and proper alignment 201 to 250 HP |
| 283 | MCC LT Penal with VFD starter |
| 284 | SITC of cubicall type LT / MCC panel suitable for 415 V, 3 Phase, 4 Wire 50 Hz AC supply system fabricated in compartmentalized (preferably) design from CRCA sheet steel of 2 mm thick for frame work and covers, 3 mm thick for gland, plates i/c cleaning & finishing complete with 7 tank process for powder coating in approved shade, having 2500Amp capacity extensible type TPN aluminium alloy bus bars of hight conductivity, DMC / SMC bus bars of high conductivity, DMC/ SMC bus bar supports, with short circuit withstand capacity of 31 MVA for 1 Sec., bottom base channel of MS section not less than100 mm x 50 mm x 5 mm thick, fabrication shall be done in transportable sections, entire panel shall have a common copper earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size of Al. bus bars and control wiring with 50sq. mm. PVC insulated copper conductor S/C cable, cable alleys, cable gland plates in two half, i/c providing following switch gears :- |
| 285 | (I) Incoming : 2 Nos 1000 Amps 4 Pole microprocessor base horizontal drawout type air circuit breaker of fault breaking capacity 50 KA (Ics=Icu upto 433 V manually operated, fitted with interlocked door, automatic safety shutters, mechanical ON/ OFF and service/test/isolated position indicators and frame earthing contact, conforming to IS 1397- 2 : 1993 as amended up-to-date complete with following accessories for each MCCB.(a) Independent manual spring closing mechanism- 1 No.B10(b) Microprocessor release (EMI & EMC certified) for over current, earth fault & short circuit protection- 1 set.(c) Analog 96 mm square flush pattern / Digital* type Voltmeter (0-500 V), with selector switch & back up HRC fuses/ MCBs-1 set.(d) Analog 96 mm. square flush pattern/ Digital* type Ammeter (0-630Amp), with selector switch and one set of 3 nos. CT’s of ratio10/5A Class I accuracy and 15 VA burden- 1set. (e) 3 Nos. Phase indication LED lamps with 2 Amp back up HRC fuse, breaker ‘ON’ indicating light with 2 A HRC fuse, test terminal block set, fuses, circuits as per standard practice, auxiliary contacts for positive interlocking of the breakers as required.(f) Shunt trip coil 220 VAC II) Bus Couplers :1Nos. 1000 Amps drawout type, microprocessor base air circuit breakers of fault breaking capacity 50 KA (Ics=Icu upto 433 V) manually operated, with interlocked door, automatic safety shutters, mechanical ON/OFF and service/test/isolated position indicators and frame earthing contact conforming to IS 13947- 2 : 1993 as amended upto date complete with following accessories for each ACB:(a) Independent manual spring closing mechanism- 1 No.(b) Breaker ‘ON’ indicating light with back up 2 A HRC fuse test terminal block, fuses, circuits contactors for positive electrical interlocking of breakers, etc. as required- 1 set.(III) Bus Bars :TPN aluminium bus bars of minimum of 2500 Amps capacity with heat shrinkable coloured sleeves and i/c DMC/SMC bus bar cross section, size supports & their spacing etc. for withstanding fault level of 31 MVA for 1 Sec.(IIV) Interlocking :Electrically and mechanically interlocking should beprovided to ensure that only one supply is available at a time on each section of bus and to eliminate any possiblility of accidentally approaching two supplies at one bus section. (IV) Outgoing :-(A) 4 Nos. 630 Amp Draw out type, Microprocessor based air circuit breaker of fault breaking capacity 50 KA (Ics=Icu upto 433 V) manually operated, with interlocked door, automatic safety shutters, mechanical ON/OFF and service/test/isolated position indicators and frame earthing contact conforming to IS 13947- 2 : 1993 for pumping plant. (B) 4 Nos. 63 Amp 4 Pole MCCB Microprocessor based of fault breaking capacity 50 KA (Ics=Icu upto 433 V) manually operated, with interlocked door, automatic safety shutters, mechanical ON/OFF and service/test/isolated position indicators and frame earthing contact conforming to IS 13947- 2 : 1993 (C) 3 Nos. 32 Amp 25KA and, 4 Nos. 32 Amp 10 KA and 4 Nos 16 A 10KA 4 Pole MCCB (Ics=Icu upto 433 V) manually operated, with interlocked door, automatic safety shutters, mechanical ON/OFF and service/test/isolated position indicators and frame earthing contact conforming to IS 13947- 2 : 199 (D) Air Cooled The Variable frequency drive (VFD) shall be of a modern proven design, shall be fully digital, PLC/Microprocessor based, energy efficient, and shall provide very high reliability, high power factor, low harmonic distortion and low vibration and wear and noise, VFDs shall comply with the latest edition of IEEE 519 & IEC 61000 for both individual as well as total harmonic voltage and current distortion limits, VFD shall be capable of withstanding the thermal and dynamic stresses and the transient mechanical torque, resulting from short circuit. Any damage resulting from such a short circuit or internal fault shall be limited to the component concerned, VFD System shall maintain a power factor of 0.95 (minimum), Overall efficiency shall be minimum 96.5% for VFD, suitable for the LT motor offered for operation in AC three Phase 50Hz (+/- 5%), 415V(+/-10%) suitable to SCADA operation with RS485 port of Rating capacity 250 HP / 187 KW . |
| 286 | Electronic Motor Protection Relay (for LT motors) |
| 287 | Providing, installing in panel EMPR for protection like overload, phase failure, locked rotor, phase reversal with trip indication and adjustable over current function, DIN rail mounted |
| 288 | Double flange Sluice valve with electric actuator |
| 289 | Providing, erecting Electric Valve Actuator for non rising spindle type sluice valve of PN 1 & PN 1.6 rating, totally enclosed, weather-proof and dust proof construction with IP-67, protection class suitable for installation in any position without lubrication, leakage or other operational difficulty with special grease filled gear box and hand wheel for emergency manual operation which will automatically dis-engage on restoration of power to motor and with 10 watt single phase space heater and continuous local mechanical position indicator and individually replaceable counter gear assembly and with two torque and four limit switches with S.S. flap and operated with gear driven cams and of rating 250 Volt, 5 Amp, AC/DC, torque switch dial and with TEFC squirrel cage induction motor working on 440 Volts +/- 10%, 3 phase, 50 Hz AC of intermittent duty rating S2, insulation class \\"F\\" and temp rise restricted to class \\"B\\" with IP - 67 protection class suitable for DOL starting and with three thermostat and 30% over load margin. The torque rating of reduction gear box shall be atleast 1.5 times max. torque required for opening and closing of valve with integral starter for ON & OFF operation.Providing & fixing of DI double flanged sluice valvesas per I.S including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete |
| 290 | 450 mm dia |
| 291 | Butterfly valve - PN - 1.6 (With by pass arrangement) |
| 292 | Providing,erecting DI double flanged short body pattern type manually operated Butterfly Valve having body, disc and end cover Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearing including inspection charges, transportation up to departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. excluding C.C. foundation /structural steel support. |
| 293 | 700 mm |
| 294 | Dismantling Joints |
| 295 | Providing, erecting and commissioning Dismantling joint as per requirement and Department's approved drawing and specifications, including machining and rubber rings and suitable for 16 kg/cm2 working pressure with required flanges of suitable size with nut bolts etc complete. The joint should have through long bolts so that during normal working pressure there should be no sliding movement of sliding flanges. L.O.F. ( length over flange ) should not be less than 75% of dia |
| 296 | 450 mm dia Joint |
| 297 | 700 mm dia Joint |
| 298 | Non-Return Valve (MS) |
| 299 | Providing, supplying, fixing & testing ISI mark DI D/F reflux valves (non-return valves) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores,unloading, stacking, etc. all complete. a) without by pass arrangement PN-1.6For 450 mm dia |
| 300 | Supply of following type of valves as perspecifications DI DF non rising seated as per IS: 14846: 2000 PN 1.6 |
| 301 | NRV for 700mm |
| 302 | Duck Foot Bend |
| 303 | Providing and supplying fitting with ISI mark socket pushon joints or flanged joints confirming to table 12 to 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM tyton rings. Fittings should be with internally ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation & excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete. |
| 304 | Double Flange Duck Foot Bend -PN-10 for 700 mm |
| 305 | Full-Bore Electromagnetic Flow Meter: |
| 306 | Supply, install and commissioning of Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw/Pure water with accuracy +/- 0.5% of measured value & protection as per given specifications for size 100 mm- 1000mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 mtrs built in GSM/GPRS ( with Simcard and its charges,valid for 36 months) including the pipe cutting, leveling and installation of flow meter in the pipelines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical specifications |
| 307 | 700 mm Nominal Diameter Flowmeter |
| 308 | Tools and spares: Providing various tools,equipments and spares |
| 309 | D.E.open jaw fix spanner 12 pieces set 6-32mm |
| 310 | Bi-Hexajon ring spanned 12 pieces set 6-32mm |
| 311 | Ball pen hammer with handle 800 gm |
| 312 | Combination side cutting piller 200mm LDPE coated |
| 313 | Adjustable wrench crome vanadium 250 mm - 30 mm |
| 314 | Pipe wrinch stilllcon pattern carbon steel 600mm |
| 315 | Screw driver enginering pattern 6x300mm |
| 316 | Screw driver Engineering pattern 8 X 200 mm |
| 317 | Screw driver Engineering pattern 5 X 200 mm |
| 318 | Screw driver Engineering pattern 5 X 300 mm |
| 319 | Screw driver with green neon bulb line tester |
| 320 | Hack saw frame 300 mm size with heavy duty blade |
| 321 | Tool box fabricated from M.S.sheet of 18 SWG of size 50x30x30 cm with locking arrangement |
| 322 | Chain pipe wrench IS 54123-210-4 |
| 323 | Half round file of 300 mm size \\" Standard\\" make |
| 324 | Hydraulic flip top crimping tool with set of dies ranging from 6 to 630 sq mm cable lug, |
| 325 | Tong tester (Clipe 0-10-30-1000 Amps. And 0-300-600 Voltage) |
| 326 | Diagonal cutting pliers 150 mm PVC coated |
| 327 | Long nose pliers carbon steel 200 mm PVC coated |
| 328 | Zero velocity valves |
| 329 | Providing, Supplying and fixing of Zero Velocity Valves duly tested inclusive of all cost of inspection charges, transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. |
| 330 | 700 mm 20 kg/cm2 |
| 331 | Automation |
| 332 | Ultrasonic level transmitter raddar type level transmeter for pure water pumping station |
| 333 | Designing, Supplying, Installing, commissioning & testing of Ultrasonic Raddar type Ultrasonic level transmitter CE marked with following technical parameters at Raw Water Pump House and Interfacing with PLC panel including mounting arrangement. Output-4-20 mA / HART Power supply - 24V DC extDisplay - 4\\" LED Range- 0 to …30... mtrs Accuracy - +/- 0.25% of Full Scale or better Enclosure- IP 68 Mounting - On PLC panel |
| 334 | Pressure Transmitter for pumping station |
| 335 | Designing, Supplying, Installing, commissioning & testing of pressure transmitter CE markd with following technical parameters at Raw Water Pump House and Interfacing with PLC panel including mounting arrangement. Output 4-20 mA / HART Power supply - 24V DC ext. Display - 4\\" LED Accuracy - +/- 0.1 % of full scale or better Enclosure- IP 68 |
| 336 | Power Analyser |
| 337 | Designing, Supplying, Installing, commissioning & testing of Power Analyser interfacing to PLC Panel with modbus communicatuion port , as per IEC 62053 and in the prescribed format including mounting arrangement |
| 338 | PLC panel for pump House with Four Pumps |
| 339 | Design, manufacture, supply, installation, testing and commissioning of indoor type PLC panel of size approx. 1000 mm X 700 mm X 1500mm (LBH), fabricated out of min. 2 mm thick CRCA sheet powder coated to Siemens gray color. The Panel shall be provided with reputed make PLC with following accessories as well as input output configuration. The PLC shall be programmed with IEC 61131 standards for control, monitoring and communication of equipments & instruments at Clear water Pump house. PLC shall have Redendent PLC, Ethernet port & protocal for Modbus TCP communication with following IO DI –32 num DO – 32 num AI –24 num AO – 8 num7 inch color TFT HMI complete with programming shall be provided to interact with PLC. The panel shall include all the accessories (not limited to following) to achieve purpose of smooth & trouble free operation of pump house.MCB 10A DP – 1 numMCB 4A DP – 4 num24 VDC Power Supply 10A – 1 numPush Buttons – 7 numSelector Switch - 2 numControl Contactor – 2 numAnnunciator with 6 Windows NO to NC TypeElectronic Hooter – 1 numControl Transformer – 1 numEmergency PB – 1 numPanel Cooling Fan – 1 numPanel Light with Door Switch – 1 num Control Indication Lamp – 5 numWiring + TB etc – 1 lotHardware – 1 lot |
| 340 | CE & UL Certified PLC/RTU with redudant CPU & Power supply in IP 54 enclosure suitable to Communicate with GSM based modem unit with redudant CPU & Power Supply with annalog & digital parameter & features as specified for CWR and OHT to store and transait data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification |
| 341 | GSM/GPRS. based wireless communicarion with 4G modem for BTU/PLC Capable to transfer & gather data frown remote sites to control stations all accessories included with signal enhancer antanna made for pumping plant ituernet charges as specified in tender technical specification. |
| 342 | Auto Phase reversal unit with inbuilt time delay & enclousre (comfirm IEC 60947-1 & ILC-60947-B-1) 630Amp rating ACB or MCCB |
| 343 | CE/UL certified Surge protector for control pannel |
| 344 | Scada system for pure water pump House |
| 345 | Design, manufacture, supply, installation, testing and commissioning of SCADA System for pump house. Windows based PC with latest configuration & OS complete with necessory office & antivirus softwares. PC configuration shall not be less than Intel i5 10th Gen CPU, 16 GB Ram, 128 GB SDD, 500 GB HDD, DVD RW, Rs232 & Rs485 port, 2 RJ45 ports, Keyboard, Optical Mouse, 32 inch color TFT Monitor, Latest Windows Pro OS, Microsoft Office & Antivirus & Internet Sequrity software for 3 years license.SCADA Software of reputed company with developer & runtime license with minimum 256 number of Tags with following features & functions1. Supervise real-time data in the form of graphical presentation2. Control pumping processes locally or through Remote locations3. Dynamic process Graphic, It should resemble the process mimic. SCADA should have good library of symbols so that develop the mimic as perrequired. When operator sees the screen he should know what’s going in plant.4. Alarm summery & Alarm history, SCADA system must be able to detect, display, and log alarms and events. When there are problems the SCADAsystem must notify the operators to take corrective action.5. Acquire real-time data as well as logs data with Real time trend & Historical time trend.6. Web Connectivity, Real-time displays can be accessed on remotely attached PCs and notebooks using internet.SCADA Programming shall be done so as operator can visualize and control complete pump house operation from operator desk. All important alarms & events shall be logged. All the data from field instruments & equipments shall be logged. There shall be provision to take reports in required formats of real time & historical data, events & alarms. There shall be provision of broadcasting messages, emails of reporting information. There shall be provision of access security. An Industrial grade Din rail mounting ethernet switch with 5 ports shall be provided. An Industrial grade modem with 4G/5G GSM connectivity shall be provided. |
| 346 | Power Cable |
| 347 | Designing, Supplying, Installing, commissioning & testing with Terminating & Interfacing of 2 C x 2.5 sq.mm as per IS 694 twisted shielded copper armoured conductor on wall in GI tray or in ground suitable for supplied D. C. Voltage |
| 348 | 2.5 Sq.mm.(Heavy Duty) |
| 349 | Communication Cable |
| 350 | Designing, Supplying, Installing, commissioning & testing with Terminating & Interfacing of CAT As per PWD CSR Terminating & Interfacing of CAT 6 as per ISO/IEC-11801 std.cable for networking on wall in GI tray or on ground etc. |
| 351 | Supplying, erecting & terminating HDMI Extender Over RJ45 Ethernet Cable Cat 6, complete. |
| 352 | Signal Cable |
| 353 | Designing, Supplying, Installing, commissioning & testing with Terminating & Interfacing of 3 Pairs x1 sq.mm. as per IS 694 copper Shielded, twisted, multi stranded armoured cable on wall in GI tray or on ground |
| 354 | Designing, Supplying, Installing, commissioning & testing with Terminating & Interfacing of 8 Pairs x1 sq.mm. as per IS 694 copper Shielded, twisted, multi stranded armoured cable on wall in GI tray or on ground |
| 355 | Surveillance System |
| 356 | Desiging, supplying, installing, commissioning & testing of CCTV IR water proof camera suitable for upto 100ft. with control key board, DVR, Hard Disk,cables, UPT transreceivers etc. complete with not less than following specifications. 1. Four numbers of IP Camera with night vision functionality with range up to 30 meters. Camera construction shall be suitable for weather proof outdoor installation.2. Eight Channel DVR with metal body construction, having software features of motion detect recording.3. 3.5 inch 2 GB HDD4. 8 port POE Switch5. 32 inch LED Screen, Keyboard & mouse. |
| 357 | Main Control Station (MCS) |
| 358 | CE & BIS approved manufacturer's industrial grade LCD monitor with latest configuration as per specification of size 65\\" |
| 359 | Desktop/PC as per spec. mentioned |
| 360 | CE/UL approved manufacturer's 5 KVA UPS with batteries as spec. mentioned for Computer as per requirement |
| 361 | Full development version of required TAGS SCADA Software with customization of software for MCS as per requirement as per specification mentioned |
| 362 | CE & UL approved manufacturer's control room PLC with CPU & power supply at MCS in IP65 enclosure as per spec. mentioned |
| 363 | CE/UL certified field gateway agent for transferring data from MCS to control room |
| 364 | GSM based wireless / broadband / equipment communication system for PLC capable to transfer and gather data from remote sites to control stations, including all accessories complete |
| 365 | CE/UL approved manufacturer's Firewall for network protection |
| 366 | Lightning surge protector for ethernet communication protection |
| 367 | CE/UL approved manufacturer's industrial grade ethernet switch |
| 368 | Mobile App facility system architecture complete |
| 369 | Canon/HP 1018/equivalent Laser printer |
| 370 | Installation, testing and commissioning with required furniture, Air Conditioner etc. |
| 371 | Chemical Earthing |
| 372 | Supply and burring of Safe Earthing Electrode T-39 (Hot-Dip Galvanized), Length up to 3000mm, outer pipe 76mm inner Dia 38mm terminal Dia 12 mm ,outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 X 3 GI. Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified (supply + labour) |
| 373 | Supply and fixing of testing joint of G.I. strip 32mm x 6mm and 150mm long with G.I. bolts and nut etc. complete in all respect (supply + labour) |
| 374 | Actuator panel |
| 375 | Providing,erecting and giving satisfactory test and trial LT panel for actuator comprising of busbar, MCCB 14 MCBs etc as per detailed specification (for UPS / SCADA) |
| 376 | Electric Operated Circular or Rectangular Travelling Crane as per site requirement. |
| 377 | Providing, erecting and commissioning single girder Electrically Operated Rectangular Over head Travelling Crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendant control block, 5 Tonne Capacity, Above 6 m upto 8 m span |
| 378 | Square Bar / Rail |
| 379 | Square Bar / Rail Providing, erecting and fixing square bar of EN 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and \\"J\\" bolts. |
| 380 | 40 X 40 mm ( EN 8 ) |
| 381 | 800 KVA SUB STATION |
| 382 | HT 11kV VCB |
| 383 | SITC of indoor type floor mounted metal clad, 11 KV VCB panel with 1No. VCBs, totally enclosed & fully interlocked, horizontal drawout, horizontal/ vertical isolation type breaker as per IS 13118, as amended up to date and additional specifications, having capacities as mentioned below, single break, trip free mechanism, manually charged and auto/manually closing breaker suitable for use on 11 KV, 3 Phase, 50 Hz A.C. supply with short circuit fault level of 100 KVa, complete with self contained, fully interlocked, rack in and rack out mechanism, air insulated but encapsulated copper bus bars of 1600Amps capacity, breaker featured with mechanical ON/OFF indicator with hand trip device, spring release coil, shunt trip coil and auxiliary switch of 4 NO+4NC and equipped with following switchgears and accessories i/c connections suitable for 11 KV cable (cable entry from *bottom/ top/side) end termination with heat shrinkable jointing material etc. as required. (Note- Cost of end termination not included in this item)(a) Incoming – ½* No 1250 Amp. VCB(b) 1* No. – 11 KV / 110 Volts PT Class 0.5 accuracy and 100 VA burder with 1 No. Voltmeter (0-15KV), analog/digital* type, selector switch for voltmeter and protection fuses/MCB for HT metering upto 12 KV on incomer.(c) 1* No. – (0-100 A) dual scale Ammeter, analog/digital* type, selector switches for ammeters.(d) 1* No. – Microprocessor based numerical relay with O/L, E/F and S/C protection.(e) 1* No. – Set of dual core dual ratio 3 CTs 300/150/5/5 A of 15 VA burden and accuracy Class – 0.5 for metering and class 5P10 for protection.(a) Outgoing – 2Nos. 1250 Amp. VCB(b) 2Nos. – (0-100 A) Ammeters, dual scale analog/digital* type & selector switches for Ammeters.(c) 2 Nos. – Microprocessor based numerical relays with O/L, E/F & S/C protections.(d) 2 Nos. – Set of dual core dual ratio 3 CTs 100/ 50/5/5 A of 15 VA burden and accuracy Class-1.0 for metering and class 5P10 for protection.1. Supply of power pack 24 volts complete with battery and charging device. |
| 384 | 800 KVA TRANSFORMER |
| 385 | Supplying, installing, testing & commissioning 3 phase, 11/0.433 kV, 50 Hz., 800 kVA, level 2 Mineral oil immersed and naturally cooled outdoor type, Copper wound, without gas cushioning ,hermetically Sealed transformer, delta/star connected additional neutral brought out on load side, temperature rise should not exceed 45℃ by thermometer in oil and 50℃ by the resistance method in winding at full load rating, using type A winding insulation (kraft paper) with HV tapping (with on load tap changer) on load +5 to -15 in steps of 2.5%, with standard accessories complete with test certificate with losses below 2287 Watts at 50% load, 6403 Watts at 100% load as per IS:1180 (part 1) : 2014 , with necessary permissions of Electrical Inspector, as per specification no SS- TR-SL |
| 386 | Installation of Transformer with Substation complete in all respect |
| 387 | Power and Control cables |
| 388 | H.T. Power Cables |
| 389 | Supplying , erecting & terminating XLPE insulated, galvanised steel formed wire armoured (strip) cable 11 kV(UE), 3 x 185 sq. mm. aluminium conductor laid in provided trench / pipe as per IS |
| 390 | H.T. End Termination Kits |
| 391 | Providing and erecting Heat shrinkable outdoor termination kit for 11 KV (E) XLPE HT cable 3x120 to 185 sq. mm. with necessary material as per IS |
| 392 | Providing and erecting Heat shrinkable indoor termination kit for 11 KV (E) XLPE HT cable 3x120 to 185 sq. mm. with necessary material as per IS |
| 393 | L.T. Power Cables |
| 394 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable, 1100 V 3½ core 400 sq. mm. aluminium conductor complete erected on wall/ trusses/pole or laid in provided trench/ pipe as per IS (Transformer to main LT panel) |
| 395 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable, 1100 V 3½ core 240 sq. mm. aluminium conductor complete erected on wall/ trusses/pole or laid in provided trench/ pipe as per IS (LT Panel to APFC) |
| 396 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire unarmoured cable, 1100 V 3 core 120 sq. mm. copper conductor complete erected on wall/ trusses/pole or laid in provided trench/ pipe as per IS (Panel to Motor) |
| 397 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 25 sq. mm. aluminium conductor complete erected on wall/ trusses/pole or laid in provided trench/ pipe as per IS (VTPN) |
| 398 | Cable Glands |
| 399 | Supplying & erecting single compression type brass cable glands for 3½ core 400 sq mm cable |
| 400 | Supplying & erecting single compression type brass cable glands for 3½ core 185 sq mm cable. |
| 401 | Cable Lugs |
| 402 | Supplying & erecting crimping type aluminium lugs for cable 25 sq mm complete. |
| 403 | Supplying & erecting crimping type aluminium lugs for cable 50 sq mm complete. |
| 404 | Supplying & erecting crimping type aluminium lugs for cable 90 sq mm complete. |
| 405 | Supplying & erecting crimping type aluminium lugs for cable 120 sq mm complete. |
| 406 | Supplying & erecting crimping type aluminium lugs for cable 185 sq mm complete. |
| 407 | Supplying & erecting crimping type aluminium lugs for cable 240 sq mm complete. |
| 408 | Supplying & erecting crimping type aluminium lugs for cable 400 sq mm complete. |
| 409 | Control Cables |
| 410 | Supplying and erecting armoured control cable with ISI mark stranded / solid copper conductor 1.1 kV grade complete erected on wall / panel or in provided trench in an approved manner, Copper conductor PVC insulated, armoured control cable |
| 411 | 10 core 1.5 sq mm (From OLTC SS to OLTC panel) |
| 412 | 4 core 2.5 sq mm (From OLTC SS to OLTC panel) |
| 413 | 10 core 1.5 sq mm (For Motor Controller) |
| 414 | 10 core 1.5 sq mm (From actuator valve to scada panel) |
| 415 | 4 core 2.5 sq mm (From Ups panel to actuator valve) |
| 416 | 10 core 1.5 sq mm (From flow meter to scada panel) |
| 417 | 4 core 2.5 sq mm (From Ups panel to actuator valve) |
| 418 | 10 core 1.5 sq mm (From pressure guage to scada panel) |
| 419 | 3 core 2.5 sq mm (For Motorized Sluice valves) |
| 420 | 3 core 2.5 sq mm (For Ventilation) |
| 421 | 2 core 2.5 sq mm (For PMCC panel) |
| 422 | 2 core 2.5 sq mm (UPS - 01) |
| 423 | Cable Tray |
| 424 | Providing & erecting hot dipped galvanised cover suitable for perforated type Cable tray manufactured from 18 SWG (1.2 mm thick) GI sheet of 300 mm width & 20 mm height complete with necessary hardware. |
| 425 | Diesel Generating set |
| 426 | Supplying, erecting, testing and commissioning of Diesel Generating set with alternator of 500 kVA output continuous rating, 3 phase, 415 V, 50 Hz, 0.8 p.f., A.C. supply, a totally enclosed air cooled / liquid cooled multi-cylinder diesel engine developing suitable BHP at 1500 rpm with 10% overload for 1 hour in 12 hours, along with standard accessories, self-excited, self-regulated, screen protected alternator with static excitation system running at 1500 RPM as per IS 4722-2001 with voltage regulation +/- 5 %, with performance class G2/G3 and maximum fuel consumption 81.90 ltr/hr @75% loading. Both the engine and alternator direct coupled on a common fabricated steel base frame and mounted on anti-vibrating pads, with standard control panel comprising meters, switchgears, indicators connected with suitable wires/cables, the complete set enclosed in composite acoustic enclosure as fully assembled integral unit made of 16 SWG CRCA sheet, sound absorbing material to restrict sound level up to 75 dB at 1.0 m, provided with first filling of oil, diesel not less than 690 ltr etc., on provided M20 grade CC foundation and obtaining necessary approval from Electrical Inspector as per specification no. GEN-DG with AMF panel as per CPCB 4+ guidlines. |
| 427 | Internal & External Electrical Work complete |
| 428 | Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thickness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. |
| 429 | Supplying and erecting integrated LED street light fitting 70-75W IP65 & IK08 class having single piece pressure die-cast aluminium housing, having system lumens output of Min. 7700 Lumens, min. efficacy of 110 lumen/W, CRI>70, CCT upto 6500K,THD<10%, p.f. >0.95, operating range of 140-270V, inbuilt surge protection of 10 kV, Life class of 50,000 Hrs at L70B50 including driver complete with minimum 2 Years warranty as per specification No. FG-ODF/SL. |
| 430 | Supplying, installing, testing and commissioning FR, XLPE armoured cable 2 core 1.5 sq.mm. copper conductor complete erected on wall/ ceiling complete as per IS |
| 431 | Supplying & erecting single phase, 240V, street light control panel up to the max load of 12kW, SPN MCB 63A, powder coated CRCA 14 SWG sheet, outdoor type, having IP54,IK10 protection, suitable rating contactor, 24 hrs. astronomical time switch with minimum 5 years battery back up, auto/manual selector switch, ON/OFF push buttons, indicator lamps, control wiring, metering device, etc. for automatic operation & overcurrent, short circuit, earth fault protection on provided iron frame / CC foundation. |
| 432 | Supplying and laying (including excavation of suitable width & depth up to 90 cm) 200 mm outside dia, double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete. |
| 433 | Supplying and laying (including excavation of suitable width & depth up to 90 cm) 120 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete. |
| 434 | Surveillance SystemDesiging, supplying, installing, commissioning & testing of CCTV IR water proof camera suitable for upto 100ft. with IR Dome camera, control key board, DVR, Hard Disk, cables, UPT transreceivers'etc. complete. |
| 435 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel wire armoured (round) cable, 1100 V 4 core 16 sq. mm. aluminium conductor complete erected with glands & lugs on wall/ trusses/pole or laid in provided trench/ pipe as per IS |
| 436 | Fire Protection system complete |
| 437 | Supply and fixing of fire extinguisher, ABC Type 4.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work |
| 438 | Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. |
| 439 | Supply and fixing of fire bucket, round bottom made of G.I. sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-Charge. |
| 440 | Supply and fixing of shock treatment chart (prescribed under I.E. rules) duly framed with glass and supported from back with hard board or soft board with supply of all material labour T&P for proper completion of work. |
| 441 | Staff Quarter |
| 442 | Rooftop ON grid solar systems |
| 443 | Design supply installation testing and commissioning of 10 kWp ON-GRID Solar pV System copmplete in all respect |
| 444 | Supplying, installing, testing and commissioning of 10 kWp ON-GRID Solar PV System / Plant consisting Solar PV Poly Crystalline Panel (335 Wp X 30 Nos.) and Solar ON-GRID Inverter of similar capacity (THD<3%) with interconnecting wires / cables up to solar ON GRID inverter, proper base plate, canopy box to house Inverter and necessary accessories i.e. ACDB/ DCDB , MCB etc. wiring up to solar Inverter in casing and capping, display board, sign board, two distinct earthing, lightning arrester, liaisoning charges, remote monitoring system with maintaining card/chip for 5 years including net charges for RMS System, complete up to net meter installation and export to the grid with 5 year ON-SITE warranty and fully comprehensive maintenance contract as per Specification no. ESD-RT-ONG |
| 445 | Earthing |
| 446 | Supplying, installation and testing of maintenance free earthing comprising of Electrode of 17.2 mm diameter Low Carbon Steel with 250 micron molecular copper bonded earthing rod of Length 3m along with 25 kg Carbon based environment friendly back fill ground enhancing compound required to fill up the excavated earth with required quantity complete, and recording the results Specification no. EA-MOBI |
| 447 | Supplying and erecting aluminium strip of high purity required sizes used for earthing on wall and/or any other purpose with necessary aluminium clamps fixed on wall painted with bituminous paint with joints required as per specification no EA-EP. |
| 448 | Lightning Conductor |
| 449 | Supplying & erecting conventional spike type air termination suitable to carry lightning stroke made up of heavy gauge 40 mm dia copper pipe of standard length with 5 Nos. copper spikes fixed on copper ball as air terminals duly threaded in copper pipe erected on provided foundation complete. |
| 450 | SITC of Bladder Vessel Type Surge Protection System |
| 451 | Design and Supply of Bladder Vessel Based Surge Protection Vessel with all suitable Accessories & Bottom Connection Accessories with 6 Mtr Connecting Pipe |
| 452 | Vessel Capacity: 20 Cum Design Pressure: 10 Bar |
| 453 | Supply of Three stage Air Valve including isolation valve, flanges & stand pipe along with fasteners Size: 100 MM, PN 10 |
| 454 | Comprehensive Operation and Maintenance of five year for Clear water reservoir and its accessories with operating staff including all required material,T&P complete in all respect for proper copmletion of work. 5 Year O&M For E&M Part |
| 455 | Ist year in defect liability period |
| 456 | IInd year in defect liability period |
| 457 | IIIrd year |
| 458 | Ivth year |
| 459 | Vth year |
| 460 | 5 Year O&M For Civil Part |
| 461 | IInd year |
| 462 | IIIrd year |
| 463 | Ivth year |
| 464 | Vth year Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysNov 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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