Power Boards / Undertakings / PSU Closing in 26 days TDR #55597224

Tender For Construction Of A New Diversion-Cum-Sediment Bypass Tunnel For Restoration Of Concrete Dam Construction Sluices And Sediment Management Of Salal Reservoir.

Issued by Boards / Undertakings / PSU · Reasi, Jammu And Kashmir
Tender Value
267.94 Crore
Estimated cost
Bid Submission
17 Aug 2026
26 days left
EMD
3 Crore
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Reasi → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of A New Diversion-Cum-Sediment Bypass Tunnel For Restoration Of Concrete Dam Construction Sluices And Sediment Management Of Salal Reservoir.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 17-Jun-2026 Corrigendum No.2 BOQ 20-Jul-2026
2 17-Jun-2026 Corrigendum_1 Technical Bid 20-Jul-2026
3 16-Jul-2026 Corrigendum_3 Date 17-Aug-2026
4 17-Jun-2026 Corrigendum No.2 BOQ 17-Aug-2026
5 17-Jun-2026 Corrigendum_1 Technical Bid 17-Aug-2026

BOQ

Name of Work:- Construction of a New Diversion-cum-Sediment Bypass Tunnel for Restoration of Concrete Dam Construction Sluices and Sediment Management of Salal Reservoir.
Sl. No. Item Description
1Dewatering During Construction
2Dewatering of Surface Construction Sites including supply, installation and removal of pumping equipment from the site
3Surface Excavation
4Removal of material arising from overbreak accepted due to geological conditions - Not used
5Common excavation
6Rock excavation
7Control perimeter blasting - Not used
8Line drilling - Not used
9Dental Excavation
10Minor excavation
11Extra for haulage of excavated material
12beyond 3 km and up to 15 km
13Not Used
14Rock stabilization and Supports
15Soil Nailing
16Soil Nailing (25mm dia, 4m long)-all including drilling, installation, grouting, tensioning etc. - Not used
17Rock Bolt 32 mm dia
18Length upto 6.0 m
19Rock Anchors 32 mm dia
20Length upto 6.0 m - Not used
21Self Drilling Hollow Core Anchor 25 mm dia
22Length 6.0 m to 9.0m
23Grouted Anchor bar 25 mm dia.
24Length upto 6.0 m
25Extensions for embedding into concrete where required
26Post tensioned Rockbolts (Tendons)(120Ton Capacity)
27Mesh reinforcement
28wiremesh (Chain link)
29welded wiremesh - Not used
30Shotcrete
31Plain Shotcrete
32Cement variation in shotcrete
33Superplasticiser
34Embankment Construction and Backfill
35Coffer dyke infront on SBT inlet
36Impervious fill (Zone 1 material)
37Graded filter (Zone 2A material )
38Compacted rockfill (Zone 3A material)
39Random rockfill
40Riprap
41Drilling, Grouting and Pressure Relief Holes
42Drilling for consolidation grouting
43Drilling for grout holes 45 mm dia - Not used
44Placing grout (excluding cement)
45Consolidation grouting - Not used
46Drilling for Pressure Relief holes
47Drilling of 45 mm dia hole
48Supply and installation of 36 mm dia perforated PVC pipes
49Drilling of exploratory holes, check holes and holes for instrumentation
50Drilling of 45 dia holes
51Drilling of 76 dia holes
52Water pressure testing-simple water test
53Grouting materials
54Cement - Not used
55Sand - Not used
56Bentonite - Not used
57Admixtures - Not used
58Permeation grouting
59Permeation grouting under retaining wall (dyke) & Barrage
60Permeation grouting trials including reports etc.
61Permeation Grout cut-off/curtain complete in all respect including materials, equipment, testing and monitoring etc.
62Plastic Diaphragm wall
63Excavation of Trench - Not used
64PCC M20/A20 Grade Plastic concrete (1m thick) including all ingreadients - Not Used
65Concrete in Barrage/Intake str.
66Plain Cement Concrete
67M10/A20 levelling concrete
68M15/A80 Protection bund, backfilling under outfall
69M20A40 Backfill concrete
70Non-shrinkage Self Compacting M35/A20 blockout concrete
71Reinforced Cement Concrete
72RCC M25/A40 in concrete cladding
73RCC M25/A20 for miscellaneous work
74RCC M25/A40 - Not used
75RCC M 30/A20 for bridge - Not used
76RCC M30A40 Inlet & Outlet structure, deck slab etc
77RCC M35A40 outlet works - Not used
78High Performance Concrete
79HPC M65/A20 at top layer of concrete raft
80Silica fume @ 50 kg/m³
81Superplasticizer for HPC
82Cement variation in concrete
83Admixtures for concrete
84Air-entraining agent
85Superplasticizer
86Formwork
87Barrage
88Class F1
89Class F2
90Class F2C
91Class F3
92Class F3C
93Reinforcing Steel
94Deformed Reinforcing bars
95Plain reinforcing bars
96Couplers
9732 mm dia
98Waterstops and joints
99P.V.C. water stops
100300 mm wide
101230 mm wide
102Metalworks
103Railing
104SS pipe
105GI pipe
106Steel pipe hand rail
107Ladders
108SS Gratings
109Climbing irons
110Steel pipe of any diameter
111Miscellaneous steel sections as edge protection, frames, bearing plates, brackets, etc. of various dimensions, including bolts, screws, anchors, and other accessories for interior and exterior purpose.
112Installation of Metal works supplied by other contractor - Not used
113Steel covers, frames
114Not Used
115Building and Architectural works
116Architectrual design and construction of control room, DG room and power pack room alongwith associated architectural works for barrage complex - Not used
117Miscellaneous and Ancillary Works
118Fencing and gates
119Fencing
120Gates
121Weep holes
122PVC Pipes
12336 mm dia
12450 mm dia
12575 mm dia
126100 mm dia
127150 mm dia
128200 mm dia
129Slope and river bed protection works
130Rock Paving - Not used
131Stone pitching
132Wire crates/ Gabions - Not used
133Supply of mechanically woven double twisted hexagonal gabions of size 2m x 1m x 1m (Zn coated).
134Supply and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size in Boulder Wire Crates
135Supply of 9 mm 4-strand Polypropylene (PP) Rope Gabions (UV stabilized size 2m x 1m x 1m).
136Supply and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size in PP rope gabion for box barrage protection.
137Random Rubble Masonary Wall - Not used
138Wet R R Masonry
139Dry R R Masonry
140Terta-pod
141Monitoring Instruments
142Load Cells(50 T Capacity)
143Survey targets with base plate
144Inclinometer - Not used
145Joint meter
146Temperature gauges - Not used
147Multiple point Bore hole Extensometer
148Electrical type
149Mechanical type
150Uplift measuring device
151Piezometer
152Automatic water level recorder (AWLR)
153Strong motion accelorograph
154Automatic weather station
155Stress meter/Pressure cell - Not used
156Strain gauge - Not used
157water level recorder - Not used
158water level measuring gauge
159Data acquisition system and web based data monitoring
160Water Supply & Sewerage
161Laying of water G.I. Pipe line with complete fittings, fixing valves, testing and commissioning
162100 mm nominal dia
16375 mm nominal dia
16450 mm nominal dia
16525 mm nominal dia
166Supply & installation of pumps 3 H.P capacity for water supply including all electric panels, cables, level switches etc
167No. of Operational units
168No. of Standby units
169Design, supply & installation of Water treatment plant including Sodium hypochlorite dosing unit with complete accessories as specified in Technical specification.
170Supply and installation of automatic sewage treatment plant for barrage control room
171Laying of HDPE sewage Pipe line including fittings and fixtures
172150 mm nominal dia
173100 mm nominal dia
174Design, supply & installation of Pumping unit for sewage system
175Electrical and Mechanical works
176Illumination system
177Drainage pumping system for barrage
178Grounding works for barrage and Intake
179Road works
180Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock
181Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge-All kinds of soil :
182Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
183Providing and laying in position Plum cement concrete of a ratio of 60:40 (60: Cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) :40 hard stone (boulder) lesser than 0.23m in size in any dimension) including curing but excluding the cost of centring and shuttering up to any height.
184Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.
185Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters
186Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete
187Dewatering During Construction
188Dewatering of Underground Construction sites including supply, installation and removal of pumping equipment from the site
189Not Used
190Underground Excavation
191Excavation of Tunnel
192- Class I, II, & III
193- Class IV and V
194- By Multiple drifting due to geological reasons
195Removal of material arising from overbreak accepted due to geological conditions.
196Extra for haulage of excavated materials
197- Beyond 3 km and upto 6 km
198Line drilling
199Dental excavation
200Common excavation
201Excavation by mechanised means
202Rock stabilization and Supports in Tunnel
203Resin grouted rockbolts 25 mm dia
204Length upto 4.0 m
205Length more than 4.0 m and upto 6.0 m
206Resin grouted rockbolts 32 mm dia
207Length upto 6.0 m
208Length more than 6.0 m and upto 9.0 m
209Length more than 9.0 m and upto 12.0 m
210Rockbolt testing
211- 25 mm dia
212Rock bolts/Grouted anchor bar extension into concrete 25 / 32 / 36 mm dia.
213Steel ribs, supply and installation (including accessories)
214Lattice Girder
215Steel lagging supply and installation
216Precast concrete lagging
217Pregrouting
218Drilling for Pregrouting
21945 mm dia holes
220Grouting Operations
22145 mm dia holes
222Fore poling 32 mm dia (Drilling & Installation)
223- Grouting Operations
224Pipe Roofing
225Drilling for Pre-drainage holes
226- 45mm dia
227- 76mm dia
228Mesh reinforcement
229-Welded Wiremesh
230-Chain link fabric
231Shotcrete
232Plain Shotcrete
233SFR Shotcrete
234Cement variation in shotcrete
235Superplasticizer
236Steel fibre
237Micro silica
238Backfill - Not Used
239Drilling, Grouting and Pressure Relief Holes
240Drilling of 45 mm dia holes for Consolidation grouting
241- In tunnels
242- Re-drilling for Consolidation grouting (50% of rate of 7.1.1)
243Grouting operations
244- Single Stage Grouting
245- Multi Stage Grouting
24645 mm dia pressure relief holes in the tunnels
247- Drilling of 45 mm dia hole
248- Supply and installation of 36 mm dia perforated PVC pipes
249- Supply and installation of drain outlet devices
250Drilling of exploratory holes, check holes and holes for instrumentation in tunnels etc.
251- 45mm dia holes
252- 76mm dia holes
253- 98mm dia holes
254- Extra for core recovery
255Water pressure testing - simple water test
256Embedded steel pipes and fittings for grouting left permanently in place
257Contact grouting operations ordered by Engineer-in-charge
258Fill grouting
259- In Temporary drainage system
260- In exploratory holes
261Grouting materials
262- Cement
263- Sand
264- Bentonite
265- Admixtures
266- Microfine
267- PU grout
268Seepage Cut off - Not Used
269Concrete
270Concrete lining including formwork in Tunnel
271Plain Cement Concrete lining
272-In Invert (M50/A40)
273-In Overt (M35/A20)
274-M20/ A20 in Approved Overbreaks (75% of the rate at item B9.1.1.2)
275Reinforced Cement Concrete in Tunnel
276-In Invert (M50/A40)
277-In Overt (M35/A20)
278Cement variation in concrete
279Admixtures for concrete
280Air-entraining agent
281Superplasticizer
282Reinforcing Steel
283Deformed Reinforcing bars - Grade Fe 500
284Plain reinforcing bars
285Waterstops and joints - Not Used
286Structural Steel Work - Not Used
287Building and Architectural Works - Not Used
288Miscellaneous and Ancillary Works - Not Used
289Slope Protection - Not Used
290Monitoring Instruments
291Supply, installation and commissioning of monitoring instrument as per Technical Specifications.
292Load cells
293-50t capacity
294Convergence measuring tape
295Convergance Bolt
296Single point borehole extensometer
297- Mechanical type
298- Electrical type
299Multi point borehole extensometer
300- Mechanical type
301- Electrical type
302Diversion Cum Sediment Bypass Tunnel Gates & Hoists
303Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Diversion tunnel Service & Maintenance gates (2 nos. fixed wheel type each) complete in all respect in accordance with specification and drawing.
304Design, procurement, manufacturing, inspection, shop assembly, testing, transportation, site storage, site erection, testing and commissioning of Diversion tunnel Service & Maintenance gate embedded parts including reception frame & liners for 1.1 complete in all respect in accordance with specification and drawing.
305Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Rope drum hoist for 1.1 complete in all respect in accordance with specification and drawing.
306Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Hoist supporting structure for 1.1 complete in all respect in accordance with specification and drawing.
307Mandatory Tools & tackles (As per PTS)
308Mandatory Spare Parts (As per PTS)
309Diversion Cum Sediment Bypass Tunnel Gates & Hoists
310Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Diversion tunnel Service & Maintenance gates (2 nos. fixed wheel type each) complete in all respect in accordance with specification and drawing.
311Design, procurement, manufacturing, inspection, shop assembly, testing, transportation, site storage, site erection, testing and commissioning of Diversion tunnel Service & Maintenance gate embedded parts including reception frame & liners for 1.1 complete in all respect in accordance with specification and drawing.
312Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Rope drum hoist for 1.1 complete in all respect in accordance with specification and drawing.
313Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Hoist supporting structure for 1.1 complete in all respect in accordance with specification and drawing.
314Mandatory Tools & tackles (As per PTS)
315Mandatory Spare Parts (As per PTS)
316Diversion Cum Sediment Bypass Tunnel Gates & Hoists
317Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Diversion tunnel Service & Maintenance gates (2 nos. fixed wheel type each) complete in all respect in accordance with specification and drawing.
318Design, procurement, manufacturing, inspection, shop assembly, testing, transportation, site storage, site erection, testing and commissioning of Diversion tunnel Service & Maintenance gate embedded parts including reception frame & liners for 1.1 complete in all respect in accordance with specification and drawing.
319Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Rope drum hoist for 1.1 complete in all respect in accordance with specification and drawing.
320Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Hoist supporting structure for 1.1 complete in all respect in accordance with specification and drawing.
321SUB TOTAL FOR PRICE SCHEDULE-1
322SUB TOTAL FOR PRICE SCHEDULE-2
323SUB TOTAL FOR PRICE SCHEDULE-3
324SUB TOTAL FOR PRICE SCHEDULE-4
325SUB TOTAL FOR PRICE SCHEDULE-5 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 55597224
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 267.94 Crore
LAST DATE 17-08-2026
Authority
Authority Name National Hydroelectric Power Corporation Limited
Work Description Tender for Construction Of A New Diversion-Cum-Sediment Bypass Tunnel For Restoration Of Concrete Dam Construction Sluices And Sediment Management Of Salal Reservoir.
Basic Detail
Tender No NH/CCW/CCIII/CO-466/PR10326/31
Bidding Type Tender
Location
City Reasi
State Jammu And Kashmir
Key Dates
Publish Date 16 Jul 2026
Submission Date 17 Aug 2026
Open Date 19 Aug 2026
Finance
Tender Value 267.94 Crore
Tender Fee 10000
EMD 3 Crore
Exemption Not Available
Document List
b5985746-5e32-4f14-868b-f5626aa18fa9.html
BOQ_955989.xls
Tendernotice_1.pdf
Tender_for_cpp.pdf

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Tender Timeline

Jul 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 20, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jul 20, 2026
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Completed
Aug 17, 2026
18:00 IST

Corrigendum-3 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 26 days
Aug 17, 2026
18:00 IST

Corrigendum-4 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 26 days
Aug 17, 2026
18:00 IST

Corrigendum-5 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 26 days
Aug 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 26 days
Aug 19, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 28 days

Tender Documents

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html

b5985746-5e32-4f14-868b-f5626aa18fa9.html

xls

BOQ_955989.xls

pdf

Tendernotice_1.pdf

pdf

Tender_for_cpp.pdf

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