Tender For Construction Of Trench Weir, Power Intake Including River Diversion Arrangements, Desilting Tank, Feeder Pipe, Tunnel, Surge Shaft, Power House, Hydro Mechanical Works Of Tankul Shp (3 X 4 Mw) On River Simkholagad At Tehsil Dharchula In Di
Tender Value
72.42 Crore
Estimated cost
Bid Submission
04 Aug 2026
21 days left
EMD
98 Lakhs
Bank guarantee accepted
Document Fee
1.18 Lakhs
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pithoragarh → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Trench Weir, Power Intake Including River Diversion Arrangements, Desilting Tank, Feeder Pipe, Tunnel, Surge Shaft, Power House, Hydro Mechanical Works Of Tankul Shp (3 X 4 Mw) On River Simkholagad At Tehsil Dharchula In Dist. Pithoragarh Of Uttarakhand.
BOQ
| Sl. No. | Item Description |
| 1 | A-Trench wier, Intake structure, Feeder Duct, Fair Weather Channel, Control Block, Desilting Tank arrangement including Silt Flushing Pipes, Silt Flushing Duct, Power Intake Chamber, Spillway and Escape Channel |
| 2 | CARE AND DIVERSION OF RIVER INCLUDING DEWATERING [As per Technical Specification SECTION B.8] |
| 3 | Design, Construction and care of River Diversion works for construction area of weir Intake, flushing and its protection work along with dewatering of construction area and maintaining dry for construction etc. including cost of all materials, machinery, labour, complete in all respect during Construction Period[As per Technical Specification B-8.1 to 8.7] |
| 4 | OPEN/SURFACE EXCAVATION[As per Technical Specification SECTION B.2] |
| 5 | Common Excavation in all type of structure including disposal of excavated materrial to predefined dumping site.[As per Technical Specification B- 2.3.1/2.4.3/2.10.1/2.10.3] |
| 6 | Rock Excavation in all type of structure including disposal of excavated materrial to predefined dumping site.[As per Technical Specification 2.3.2/2.4.4/2.10.1/2.10.4] |
| 7 | FILL, BACKFILL, AND PITCHING [As per Technical Specification SECTION B.6] |
| 8 | Compacted Backfill including cost of all materials, T&P etc. complete as per direction of Engineer-in- charge.[As per Technical Specification 6.2/6.5/6.6] |
| 9 | Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge.[As per Technical Specification 6.4/6.5/6.6 |
| 10 | CONCRETE in Open/Surface [As per Technical Specification SECTION B.6 and B.9] |
| 11 | Providing and laying of PCC Concrete of grade M15/A40 as per drawings and technical specification including supply of all material, labour, T&P and royalties’ etc.[As per Technical Specification B- 9.5/9.16] |
| 12 | Providing and laying of RCC Concrete of grade M25 /A40 as per drawings and technical specification including supply of all material, labour, T&P and royalties’ etc[As per Technical Specification 9.5/9.16] |
| 13 | RCC Concrete of grade M25 /A20 as per drawings and technical specification including supply of all material, labour, T&P and royalties’ etc[As per Technical Specification 9.5/9.16] |
| 14 | Concrete M30/A20 as per drawings and technical specification including supply of all material, labour, T&P and royalties’ etc[As per Technical Specification 9.5/9.16] |
| 15 | Supplying and laying/embedding of 300±20 mm Size Stone in M30/A20 concrete.[As per Technical Specification 6.3/6.5/6.6] |
| 16 | Plum Concrete (M10) as per drawings and technical specification including supply of all material, labour, T&P and royalties’ etc.[As per Technical Specification 9.5/9.16] |
| 17 | Variation in Cement Content in concrete work as per approved design mix.[As per Technical Specification 9.5/9.16.9] |
| 18 | REINFORCING STEEL [As per Technical Specification SECTION B.11] |
| 19 | Providing, fabricating and placing in position HYSD reinforcement steel for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, binding with 1.25mm diameter annealed steel wire, welding wherever required, including cost of all materials, machinery, labour, complete and as directed with all leads and lifts.[As per Technical Specification B- 11/11.12] |
| 20 | WATERSTOPS [As per Technical Specification SECTION B.12] |
| 21 | Providing and laying of PVC water stops 230 mm wide as per drawing and TS.[As per Technical Specification 12.5.1/12.7] |
| 22 | Providing and laying of PVC water stops 150 mm wide. As per drawing and technical Specification.[As per Technical Specification 12.5.1/12.7] |
| 23 | STRUCTURAL STEEL AND METAL WORKS[As per Technical Specification SECTION B.13] |
| 24 | Providing and laying of G.I Pipe 25mm dia. [As per Technical Specification 13.5/13.7.1/13.8.2] |
| 25 | Providing and laying of 300mm Dia MS Pipe[As per Technical Specification 13.5/13.7.1/13.8.2] |
| 26 | Providing and laying of400mm Dia MS Pipe[As per Technical Specification 13.5/13.7.1/13.8.1/13.8.2] |
| 27 | Providing and laying of Structural Steel as per drawing and TS.[As per Technical Specification 13.7.5/13.8.1/13.8.5] |
| 28 | Building and Architectural Works [As per Technical Specification SECTION B.14] |
| 29 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) including supply of all materials, labour, T&P etc. required for proper completion of the work.[As per Technical Specification 14.5/14.11.1] |
| 30 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth. Cement mortar 1:4 (1 cement: 4 coarse sand) including supply of all materials, labour, T&P etc. required for proper completion of the work.[As per Technical Specification 14.5/14.11.1] |
| 31 | 12 mm cement plaster of mix. 1:4 (1 cement: 4 coarse sand) including supply of all materials, labour, T&P etc. required for proper completion of the work.[As per Technical Specification 14.5/14.11.1] |
| 32 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).[As per Technical Specification 14.9/14.11.5] |
| 33 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.(15-25 mm nominal dia Pipes).[As per Technical Specification 14.8/14.11.4] |
| 34 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre.[As per Technical Specification 14.10/14.11.6] |
| 35 | MISCELLANEOUS AND ANCILLARY WORKS, SLOPE PROTECTION [As per Technical Specification SECTIONS B15 & B16 |
| 36 | Providing and Laying of Gabions with boulders filling as per approved drawing and TS.[As per Technical Specification 16.2/16.4.1] |
| 37 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm[As per Technical Specification 15.2/15.4.1] |
| 38 | Instrumentation for Monitoring [As per Technical Specification SECTION B.17] |
| 39 | Supply and Installation of Pore pressure gauges (Piezometers) as approved of Engineer in charge.[As per Technical Specification 17.7.3/17.8.3] |
| 40 | B-Water Conductor Pipes (WCP-1 and WCP-2), Tunnel Portals, Tunnel encasing WCP-2 and Surge Shaft |
| 41 | OPEN/SURFACE EXCAVATION[As per Technical Specification SECTION B.2 ] |
| 42 | Common Excavation in all type of structure including disposal of excavated materrial to predefined dumping site.[As per Technical Specification 2.3.1/2.4.3/2.10.1/2.10.3] |
| 43 | Rock Excavation in all type of structure including disposal of excavated materrial to predefined dumping site.[As per Technical Specification 2.3.2/2.4.4/2.10.1/2.10.4] |
| 44 | UNDER GROUND EXCAVATION[As per Technical Specification SECTION B.3 ] |
| 45 | Underground excavation in Tunnel in all classes of Rock including disposal of excavated materrial to predefined dumping site.[As per Technical Specification 3.8/3.15.2] |
| 46 | Underground Excavation in Surge Shaft in all classes of Rock including disposal of excavated materrial to predefined dumping site.[As per Technical Specification 3.8/3.15.3] |
| 47 | ROCK SUPPORTS FOR OPEN/SURFACE EXCAVATION[As per Technical Specification SECTION B.4 ] |
| 48 | Prviding and laying of Rock anchors (cement grouted) (25mm dia.),Length up to 3 m[As per Technical Specification 4.5.1/4.5.4/4.9.1/4.9.2] |
| 49 | Providing and laying of Rock anchors (cement grouted) (25mm dia.),Length more than 3m and upto 5m[As per Technical Specification 4.5.1/4.5.4/4.9.1/4.9.2] |
| 50 | Providing and laying of Rock anchors (Resin grouted) 25mm dia., Length up to 3.0 m[As per Technical Specification 4.5.1/4.5.4/4.9.1/4.9.2] |
| 51 | Providing and laying of Rock anchors (Resin grouted) 25mm dia. ,Length more than 3m and upto 5m[As per Technical Specification 4.5.1/4.5.4/4.9.1/4.9.2] |
| 52 | Providing and laying of Self Drilling Anchor 32mm ,Length up to 3 m [As per Technical Specification 4.5.6/4.9.1/4.9.2] |
| 53 | Providing, laying and fixing of Chain link fabric [As per Technical Specification 4.6.1/4.9.3] |
| 54 | Providing, laying and fixing of Welded wire mesh [As per Technical Specification 4.6.2/4.9.3] |
| 55 | ROCK SUPPORTS FOR UNDERGROUND EXCAVATION[As per Technical Specification SECTION B.4 ] |
| 56 | Providing and installation of Rock anchors (cement grouted) (25mm dia.),Length up to 3 m[As per Technical Specification 4.5.1/4.5.4/4.9.1/4.9.2] |
| 57 | Providing and installation of Rock anchors (cement grouted) (25mm dia.),Length more than 3m and upto 5m[As per Technical Specification 4.5.1/4.5.4/4.9.1/4.9.2] |
| 58 | Providing and installation of Rock anchors (Resin grouted) 25mm dia. ,Length up to 3.0 m[As per Technical Specification 4.5.1/4.5.4/4.9.1/4.9.2] |
| 59 | Providing and installation of Rock anchors (Resin grouted) 25mm dia., Length more than 3m and upto 5m.[As per Technical Specification 4.5.1/4.5.4/4.9.1/4.9.2] |
| 60 | Providing and installation of Self Drilling Anchor 32mm ,Length up to 3 m [As per Technical Specification 4.5.6/4.9.1/4.9.2] |
| 61 | Providing and fixing of Chain link fabric as per approved TS.[As per Technical Specification 4.6.1/4.9.3] |
| 62 | Providing, installation and fixing of Welded wire mesh.[As per Technical Specification 4.6.2/4.9.3] |
| 63 | Providing and installation of Steel support in all type of underground works including shaft -Steel Ribs.[As per Technical Specification 4.7.1/4.7.2/4.9.4 |
| 64 | Providing and fixing of Steel Lagging as approved by Engineer in charge as per TS.[As per Technical Specification 4.7.1/4.7.3/4.9.4] |
| 65 | Providing and fixing of Precast Reinforced Concrete lagging [As per Technical Specification 4.7.1/4.7.3/4.9.4] |
| 66 | Installation and fixinging of Pre-grouting and Fore poling[As per Technical Specification 4.8.1/4.9.5] |
| 67 | SHOTCRETE [As per Technical Specification B.5] |
| 68 | Plain shotcrete-Open/Surface Works[As per Technical Specification B- 5.5/5.16/5.17] |
| 69 | Plain shotcrete-Underground works[As per Technical Specification B- 5.5/5.16/5.17] |
| 70 | Steel fibre reinforced shotcrete (SFRS)-Underground works[As per Technical Specification B- 5.1/5.4.4/5.6/5.17] |
| 71 | FILL, BACKFILL, AND PITCHING [As per Technical Specification SECTION B.6] |
| 72 | Compacted Backfill [As per Technical Specification B- 6.2/6.5/6.6] |
| 73 | Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge.[As per Technical Specification 6.4/6.5/6.6 |
| 74 | DRILLING AND GROUTING[As per Technical Specification SECTION B-7] |
| 75 | Drilling for Contact Grouting 45mm dia. holes[As per Technical Specification 7.3/7.7.1/7.8.2/7.8.3/7.9] |
| 76 | Grouting for Contact Grouting 45mm dia. Holes (1 bag = 50 kg. of cement)[As per Technical Specification 7.3/7.5/7.8.1/7.8.3/7.9] |
| 77 | Drilling of drainage hole/probe hole 45mm dia. [As per Technical Specification 7.3/7.8/7.9.3] |
| 78 | Drilling for Perforated PVC pipes 38mm dia. for drainage [As per Technical Specification 7.3/7.8/7.9.3] |
| 79 | Drilling of Exploratory Holes / Instrumentation/ Check holes etc. Drilling Nx/Hx size exploratory hole without core recovery [As per Technical Specification 7.3/7.8/7.9.4] |
| 80 | Drilling for Embedded pipes & fittings [As per Technical Specification 7.3/7.8/7.9.5] |
| 81 | CONCRETE in Open/Surface [As per Technical Specification SECTION B.9] |
| 82 | PCC Concrete of grade M15/A40[As per Technical Specification 9.5/9.16] |
| 83 | RCC Concrete of grade M25 /A40[As per Technical Specification 9.5/9.16] |
| 84 | CONCRETE in Underground Structure [As per Technical Specification SECTION B.9] |
| 85 | PCC Concrete in Tunnel - Concrete of grade M15/A40 [As per Technical Specification 9.5/9.16 |
| 86 | Concrete in Tunnel - Concrete of grade M25/ A40 [As per Technical Specification 9.5/9.16] |
| 87 | Concrete in Tunnel - Back fill concrete behind rib of grade M15/A40 [As per Technical Specification 9.5/9.16] |
| 88 | Concrete in Surge shaft - Back fill concrete behind Steel liner of Grade M20/A40[As per Technical Specification 9.5/9.16] |
| 89 | Concrete in Surge shaft- Back fill concrete behind rib of grade M15/A40[As per Technical Specification 9.5/9.16] |
| 90 | Variation in Cement Content[As per Technical Specification 9.5/9.16.9] |
| 91 | REINFORCING STEEL [As per Technical Specification SECTION B.11] |
| 92 | Providing, fabricating and placing in position HYSD reinforcement steel for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, binding with 1.25mm diameter annealed steel wire, welding wherever required, including cost of all materials, machinery, labour, complete and as directed with all leads and lifts.[As per Technical Specification 11/11.12] |
| 93 | STRUCTURAL STEEL AND METAL WORKS[As per Technical Specification SECTION B.13] |
| 94 | Providing, fabricating , installing, test & commissioning of 1250mm Dia MS Pipe[As per Technical Specification 13.7.1/13.8.1/13.8.2] |
| 95 | Providing, fabricating and installing of Structural Steel as par approved drawing As directed by Engineer in Charge.[As per Technical Specification 13.7.5/13.8.1/13.8.5] |
| 96 | Providing, fabricating , installing, test & commissioning of Steel Liner in Surge Shaft including Stiffners. [As per Technical Specification 13.7.2/13.8.1/13.8.6] |
| 97 | MISCELLANEOUS AND ANCILLARY WORKS, SLOPE PROTECTION [As per Technical Specification SECTIONS B15 & B16 |
| 98 | providing and installing of PVC pipes - 75mm nominal dia. [As per Technical Specification 15.3/15.4.2] |
| 99 | providing and installing of PVC pipes - 100mm nominal dia. [As per Technical Specification 15.3/15.4.2] |
| 100 | Random rubble masonry -1:6 cm[As per Technical Specification 16.3/16.4.2] |
| 101 | C- Penstocks, Anchor Blocks, Saddle Supports, Power House, Tail Race Channel, Switchyard and Protection Works |
| 102 | OPEN/SURFACE EXCAVATION[As per Technical Specification SECTION B.2] |
| 103 | Common Excavation in all type of structure for penstock anchor block, saddle block Power house TRC switchyard and allied protection work.[As per Technical Specification 2.3.1/2.4.3/2.10.1/2.10.3] |
| 104 | Rock Excavation in all type of structure for penstock anchor block, saddle block Power house TRC switchyard and allied protection work.[As per Technical Specification 2.3.2/2.4.4/2.10.1/2.10.4] |
| 105 | FILL, BACKFILL, AND PITCHING [As per Technical Specification SECTION B.6] |
| 106 | Compacted Backfill [As per Technical Specification 6.2/6.5/6.6] |
| 107 | Stone pitching [As per Technical Specification 6.3/6.5/6.6] |
| 108 | Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge.[As per Technical Specification 6.4/6.5/6.6] |
| 109 | Concrete in Power House, TRC, etc. [As per Technical Specification SECTION B9] |
| 110 | RCC Concrete of grade M25 /A40[As per Technical Specification 9.5/9.16] |
| 111 | RCC Concrete of grade M25 /A20[As per Technical Specification 9.5/9.16] |
| 112 | PCC Concrete of grade M15/A40[As per Technical Specification 9.5/9.16] |
| 113 | Plum Concrete (M10)[As per Technical Specification 9.5/9.16] |
| 114 | RCC Concrete, Second stage concrete of grade M30/A20 [As per Technical Specification 9.5/9.16] |
| 115 | Non shrinkage Epoxy grout [As per Technical Specification 9.15/9.16.5] |
| 116 | Variation in Cement Content[As per Technical Specification 9.5/9.16.9] |
| 117 | REINFORCING STEEL [As per Technical Specification SECTION B.11 |
| 118 | Providing, fabricating and placing in position HYSD reinforcement steel for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, binding with 1.25mm diameter annealed steel wire, welding wherever required, including cost of all materials, machinery, labour, complete and as directed with all leads and lifts.[As per Technical Specification 11/11.12] |
| 119 | WATERSTOPS [As per Technical Specification SECTION B.12] |
| 120 | PVC water stops 230 mm wide [As per Technical Specification 12.5.1/12.7] |
| 121 | PVC water stops 150 mm wide [As per Technical Specification 12.5.1/12.7] |
| 122 | METAL WORKS[As per Technical Specification SECTION B.13 and B.18] |
| 123 | Structural Steel [As per Technical Specification 13.7.5/13.8.1/13.8.5] |
| 124 | Supply, fabrication and erection of penstock including Wye piece expension joint stiffener conforming to ASTM 517 grade F, of different thickness including supply of all material required for welding and erection and testing as specified in technical specification shall be conducted at site, also including making all necessary arrangement required for erection and welding, supply of all material, labour T&P etc. required for proper completion of work.[As per Technical Specification 18.1 to 18.7] |
| 125 | Building and Architectural Works [As per Technical Specification SECTION B.14] |
| 126 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.[As per Technical Specification 14.10.2/14.11.6] |
| 127 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) including supply of all materials, labour, T&P etc. required for proper completion of the work.[As per Technical Specification 14.5/14.11.1] |
| 128 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth. Cement mortar 1:4 (1 cement: 4 coarse sand) including supply of all materials, labour, T&P etc. required for proper completion of the work.[As per Technical Specification 14.5/14.11.1] |
| 129 | 12 mm cement plaster of mix. 1:4 (1 cement: 4 coarse sand) including supply of all materials, labour, T&P etc. required for proper completion of the work.[As per Technical Specification 14.5/14.11.1] |
| 130 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated hickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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.[As per Technical Specification 14.7/14.11.3 |
| 131 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both crons using self drilling/ self tapping crews complete :Ridges plain (500 - 600mm)[As per Technical Specification 14.7/14.11.3] |
| 132 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).[As per Technical Specification 14.9/14.11.5] |
| 133 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (15-25 mm nominal dia Pipes)[As per Technical Specification 14.8/14.11.4] |
| 134 | MISCELLANEOUS AND ANCILLARY WORKS, SLOPE PROTECTION [As per Technical Specification SECTIONS B15 & B16] |
| 135 | Gabions with boulders filling [As per Technical Specification 16.2/16.4.1] |
| 136 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm[As per Technical Specification 15.2/15.4.1] |
| 137 | PVC pipes - 75mm nominal dia. [As per Technical Specification 15.3/15.4.2] |
| 138 | PVC pipes - 100mm nominal dia. [As per Technical Specification 15.3/15.4.2] |
| 139 | Random rubble masonry -1:6 (C/M)[As per Technical Specification 16.3/16.4.2] |
| 140 | Random rubble masonry (dry)[As per Technical Specification 16.3/16.4.3] |
| 141 | D-Gates, Trashracks, Valves & Hoists (HM WORKS) |
| 142 | Trench Weir Service Gate (Refer HM Particular Technical Specifications Clause 2.1 and HM Schedule of Requirements Clause 1.2) |
| 143 | Supply, Transportation, Erection, Testing and Commissioning of Fixed Wheel Service Gate (Estimated weight including EP's 800 kg) |
| 144 | Supply, Transportation, Erection, Testing and Commissioning of First stage and second stage embedded parts including dogging, anchors, all bolts, tie-flats, washers and nut etc. necessary for the installation. |
| 145 | Supply, Transportation, Erection, Testing and Commissioning of Electric Screw Hoist with Manual Arrangement of Capacity not less than 1.5T (complete in all respects including Supporting structure,Trestles, handrails, caged ladders, electrical connection, cables, control panel etc. for Service Gate hoisting arrangement). |
| 146 | Trench Weir Bulkhead Gate-1 & 2 (Refer HM Particular Technical Specifications Clause 2.1 and HM Schedule of Requirements Clause 1.2) |
| 147 | Supply, Transportation, Erection, Testing and Commissioning of Fixed Wheel Service Gate (Estimated weight including EP's 2400 kg) |
| 148 | Supply, Transportation, Erection, Testing and Commissioning of First stage and second stage embedded parts including dogging,anchors, all bolts, tie-flats, washers and nut etc. necessary for the installation for service gate groove. |
| 149 | Supply, Transportation, Erection, Testing and Commissioning of Electric Screw Hoist with Manual Arrangement of Capacity not less than 2T. (complete in all respects including Supporting structure,Trestles,handrails, caged ladders electrical connection, cables, control panel etc.etc. for Service Gate hoisting arrangement. ) |
| 150 | Trench Weir Shingle Excluder Gate (Refer HM Particular Technical Specifications Clause 2.1 and HM Schedule of Requirements Clause 1.2) |
| 151 | Supply, Transportation, Erection, Testing and Commissioning of Slide Type Gate (Estimated weight including EP's 800 kg) |
| 152 | Supply, Transportation, Erection, Testing and Commissioning of First stage and second stage embedded parts including dogging,anchors, all bolts, tie-flats, washers and nut etc. necessary for the installation for service gate groove. |
| 153 | Supply, Transportation, Erection, Testing and Commissioning of Electric Screw Hoist with Manual Arrangement of Capacity not less than 1.5T(complete in all respects including Supporting structure,Trestles,handrails, caged ladders, electrical connection, cables, control panel etc. for Service Gate hoisting arrangement) |
| 154 | Trench Weir Collection Chamber Emergency Gate (Refer HM Particular Technical Specifications Clause 2.1 and HM Schedule of Requirements Clause 1.2) |
| 155 | Supply, Transportation, Erection, Testing and Commissioning of Slide Type Gate (Estimated weight including EP's 800 kg) |
| 156 | Supply, Transportation, Erection, Testing and Commissioning of First stage and second stage embedded parts including dogging,anchors, all bolts, tie-flats, washers and nut etc. necessary for the installation for service gate groove. |
| 157 | Supply, Transportation, Erection, Testing and Commissioning of Manual Screw Hoist of Capacity not less than 1.5T (complete in all respects including Supporting structure,Trestles,handrails, caged ladders etc. for Service Gate hoisting arrangement. ) |
| 158 | Trench Weir Trashrack (Refer HM Particular Technical Specifications Clause 2.1 and HM Schedule of Requirements Clause 1.2) |
| 159 | Supply, Transportation, Erection, Testing and Commissioning of Trash rack as per approved drawing by Engineer in charge |
| 160 | Supply, Transportation, Erection, Testing and Commissioning of Embedded parts, all bolts, tie-flats, washers and nuts etc. |
| 161 | Desilting Tank Service Gate (Refer HM Particular Technical Specifications Clause 2.1 and HM Schedule of Requirements Clause 1.2) |
| 162 | Supply, Transportation, Erection, Testing and Commissioning of Fixed Wheel Service Gate of Desilting Tank as approved drawing by Engineer in charge (Estimated weight including EP's 800 kg) |
| 163 | Supply, Transportation, Erection, Testing and Commissioning of First stage and second stage embedded parts including dogging,anchors, all bolts, tie-flats, washers and nut etc. necessary for the installation for service gate groove. |
| 164 | Supply, Transportation, Erection, Testing and Commissioning of Electric Screw Hoist with Manual Arrangement of Capacity not less than 1.5T (complete in all respects including Supporting structure,Trestles,handrails, caged ladders, electrical connection, cables, control panel etc. for Service Gate hoisting arrangement) |
| 165 | Silt Flushing Valve (Refer HM Particular Technical Specifications Clause 2.1 and HM Schedule of Requirements Clause 1.2) |
| 166 | Supply, Transportation, Erection, Testing and Commissioning of Silt Flushing Valve (400mm dia) (Refer HM Particular Technical Specifications Clause 2.1 and HM Schedule of Requirements Clause 1.2) |
| 167 | Supply, Transportation, Erection, Testing and Commissioning of Embedded parts of Silt Flushing Valve(400mm dia) (Refer HM Particular Technical Specifications Clause 2.1 and HM Schedule of Requirements Clause 1.2) |
| 168 | Supply, Transportation, Erection, Testing and Commissioning of Silt Flushing Valve (300mm dia) (Refer HM Particular Technical Specifications Clause 2.1 and HM Schedule of Requirements Clause 1.2) |
| 169 | Supply, Transportation, Erection, Testing and Commissioning of Embedded parts of Silt Flushing Valve (300mm dia) |
| 170 | Fair Weather Channel Service Gate (Refer HM Particular Technical Specifications Clause 2.1 and HM Schedule of Requirements Clause 1.2) |
| 171 | Supply, Transportation, Erection, Testing and Commissioning of Fixed Wheel Service Gate (Estimated weight including EP's 800 kg) of Fair Weather Channel Service Gate (Refer HM Particular Technical Specifications Clause 2.1 and HM Schedule of Requirements Clause 1.2) |
| 172 | Supply, Transportation, Erection, Testing and Commissioning of First stage and second stage embedded parts including dogging,anchors, all bolts, tie-flats, washers and nut etc. necessary for the installation for fair weather service gate groove. |
| 173 | Supply, Transportation, Erection, Testing and Commissioning of Electric Screw Hoist with Manual Arrangement of Capacity not less than 1.5T (complete in all respects including Supporting structure,Trestles,handrails, caged ladders, electrical connection, cables, control panel etc. for Service Gate hoisting arrangement) |
| 174 | Collecting Tank/Power Channel Trashrack (Refer HM Particular Technical Specifications Clause 2.1 and HM Schedule of Requirements Clause 1.2) |
| 175 | Supply, Transportation, Erection, Testing and Commissioning of Trash rack (Estimated weight including EP's 430 kg |
| 176 | Supply, Transportation, Erection, Testing and Commissioning of Embedded parts, all bolts, tie-flats, washers and nuts etc. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 21 daysAug 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender