Power Boards / Undertakings / PSU Closing in 0 days TDR #53418840

Tender For Construction Of Head Race Tunnels Including Intakes, Pressure Shafts, Penstocks, Power House Cavern, Transformer Cum Gis Cavern, Draft Tube Gate Operation Chamber Including Gate Shafts, Downstream Surge Cavern, Tail Race Tunnels, Pothead Yard,

Issued by Boards / Undertakings / PSU · kamle, Arunachal Pradesh
Tender Value
3137.82 Crore
Estimated cost
Bid Submission
28 May 2026
0 days left
EMD
10 Crore
Bank guarantee accepted
Document Fee
40000
Non-refundable
Tender Type
Online

Tender Overview

Organization
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Tender ID
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Competition Type
NCB
Bidding Type
Tender
Location / State
kamle → Arunachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
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Contact Person
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Address
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Project Description

Construction of Head Race tunnels including Intakes, Pressure Shafts, Penstocks, Power House Cavern, Transformer cum GIS Cavern, Draft Tube Gate Operation Chamber including Gate shafts, Downstream Surge Cavern, Tail Race Tunnels, Pothead Yard, Adits including approach roads of Kamala H.E. Project (1720MW), Kamle district, Arunachal Pradesh, (LOT-2)

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 17-Feb-2026 Corrigendum No.1 Date 16-Mar-2026
2 13-Jan-2026 Errata No. 1 Technical Bid 06-Apr-2026
3 11-Mar-2026 Corrigendum No.2 Date 06-Apr-2026
4 13-Jan-2026 Errata No. 1 Technical Bid 23-Feb-2026
5 01-Apr-2026 Corrigendum No.3 Date 27-Apr-2026
6 11-Mar-2026 Corrigendum No.2 Date 06-Apr-2026
7 17-Feb-2026 Corrigendum No.1 Date 16-Mar-2026
8 13-Jan-2026 Errata No. 1 Technical Bid 27-Apr-2026
9 17-Feb-2026 Corrigendum No.1 Date 16-Mar-2026
10 23-Apr-2026 Corrigendum No. 5 Date 11-May-2026
11 08-Apr-2026 Annexure-1 to Clarification No. 1 Other 11-May-2026
12 07-Apr-2026 Errata No. 2 Technical Bid 11-May-2026
13 06-Apr-2026 Corrigendum No. 4 Technical Bid 11-May-2026
14 01-Apr-2026 Corrigendum No.3 Date 27-Apr-2026
15 11-Mar-2026 Corrigendum No.2 Date 06-Apr-2026
16 17-Feb-2026 Corrigendum No.1 Date 16-Mar-2026
17 13-Jan-2026 Errata No. 1 Technical Bid 11-May-2026
18 19-May-2026 Corrigendum No. 10 Date 28-May-2026
19 09-May-2026 Corrigendum No. 9 Date 20-May-2026
20 07-May-2026 Corrigendum No. 8 Other 28-May-2026
21 29-Apr-2026 Corrigendum No. 7 Technical Bid 28-May-2026
22 24-Apr-2026 Corrigendum No. 6 Technical Bid 28-May-2026
23 23-Apr-2026 Corrigendum No. 5 Date 11-May-2026
24 08-Apr-2026 Annexure-1 to Clarification No. 1 Other 28-May-2026
25 07-Apr-2026 Errata No. 2 Technical Bid 28-May-2026
26 06-Apr-2026 Corrigendum No. 4 Technical Bid 28-May-2026
27 01-Apr-2026 Corrigendum No.3 Date 27-Apr-2026
28 11-Mar-2026 Corrigendum No.2 Date 06-Apr-2026
29 17-Feb-2026 Corrigendum No.1 Date 16-Mar-2026
30 13-Jan-2026 Errata No. 1 Technical Bid 28-May-2026
31 07-Apr-2026 Errata No. 2 Technical Bid 20-May-2026
32 06-Apr-2026 Corrigendum No. 4 Technical Bid 20-May-2026
33 01-Apr-2026 Corrigendum No.3 Date 27-Apr-2026
34 11-Mar-2026 Corrigendum No.2 Date 06-Apr-2026
35 17-Feb-2026 Corrigendum No.1 Date 16-Mar-2026
36 13-Jan-2026 Errata No. 1 Technical Bid 20-May-2026
37 09-May-2026 Corrigendum No. 9 Date 20-May-2026
38 07-May-2026 Corrigendum No. 8 Other 20-May-2026
39 29-Apr-2026 Corrigendum No. 7 Technical Bid 20-May-2026
40 24-Apr-2026 Corrigendum No. 6 Technical Bid 20-May-2026
41 23-Apr-2026 Corrigendum No. 5 Date 11-May-2026
42 08-Apr-2026 Annexure-1 to Clarification No. 1 Other 20-May-2026

BOQ

Name of Work: Construction of Head Race tunnels including Intakes, Pressure Shafts, Penstocks, Power House Cavern, Transformer cum GIS Cavern, Draft Tube Gate Operation Chamber including Gate shafts, Downstream Surge Cavern, Tail Race Tunnels, Pothead Yard, Adits including approach roads of Kamala H.E. Project (1720MW), Kamle district, Arunachal Pradesh, (LOT-2)
Sl. No. Item Description
1GROUP-A : SURFACE WORKS
2Dewatering During Construction
3Dewatering of Surface Construction Sites including supply, installation and removal of pumping equipment from the site(Fixed Rate Item)
4Surface Excavation
5Common excavation
6Rock excavation
7Control perimeter blasting.
8Line drilling
9Dental excavation
10Minor excavation
11Removal of material arising from overbreak accepted due to geological conditions.
12Extra for Haulage of excavated materials
13-Beyond 5.5 km and upto 12 km
14Not Used
15Rock stabilization and Supports
16Rock Anchors 25 mm dia, including accessories & testing
17- Length upto 4.0 m
18- Length 4.0 m to 6.0m
19Rock Anchors 32 mm dia including accessories & testing
20- Length upto 6.0 m
21- Length more than6.0 m and upto 9.0 m
22- Length more than9.0 m and upto 12.0 m
23Rock Anchors 36 mm dia including accessories & testing
24- Length upto 6.0 m
25- Length more than6.0 m and upto 9.0 m
26- Length more than9.0 m and upto 12.0 m
27Self drilling hollow core anchors 25mm dia.
28- Length upto 6.0 m
29Self drilling hollow core anchors 32mm dia.
30- Length more than 6.0 m and upto 9.0 m
31- Length more than 9.0 m and upto 12.0 m
32Self drilling hollow core anchors 36mm dia.
33- Length more than 9.0 m and upto 12.0 m
34Grouted Anchor Bars 25 mm dia
35- Length upto 6.0 m
36Grouted anchor bar 32 mm dia.
37- Length upto 6.0 m
38- Length more than 6.0 m and upto 9.0 m
39Grouted anchor bar 36 mm dia.
40- Length more than 6.0 m and upto 9.0 m
41Rock Anchortesting
42- Rock Anchor 25 mm dia
43- Rock Anchor 32 mm dia
44- Rock Anchor 36 mm dia
45Post tensioned rockbolts (tendons)
46Supply and Installation of Post tensioned rockbolts- Up to 30 m long
47600 KN
481200 KN
49Testing of Post Tensioned rock bolts
50Supply and Installation of Post tensioned rockbolts- 30 m to 50m long long
51600 KN
521200 KN
53Testing of Post Tensioned rock bolts
54Rock Anchor Extensions/ Extension of Grouted Anchor Bars into concrete, 25mm/32mm /36mm dia.
55Mesh reinforcement
56- Welded wiremesh
57- Chain link fabric
58Shotcrete
59SFR Shorcrete excluding steel fibre
60Plain Shotcrete
61Cement variation in shotcrete (Fixed Rate Item)
62Steel Fibre
63Superplasticiser
64Micro silica/Silica fume
65Backfill
66Random backfill
67Compacted backfill in Intake, switchyard, temporary coffer dyke & TRTetc.
68Impervious clay core(Zone IA) in temporary dyke
69Graded filter zone 2
70Riprap zone 5
71Free-draining backfill
72Gravel fill(Switchyard/Potheadyard)
73Sand Gravel fill in pipe trenches etc.
74Drilling, Grouting and Pressure Relief Holes
75Drilling for consolidation grouting
76- 45 mm dia holes
77- Re-drilling for consolidation grouting( 50% of rate in 7.1.1)
78Placing grout (excluding cement)
79- Consolidation grouting operationin Single stage
80- Consolidation grouting operationin Multistage
81Drilling ofdrainage holes
82- Drilling of 45 mm dia hole
83- Re-drilling for holes ( 50% of rate in 7.3.1)
84- Supply and installation of 36 mm dia perforated PVC pipes
85- Drilling of 76 mm dia. Holes
86- Supply and installation of 50 mm dia perforated PVC pipes
87Supply and installation drain outlet device
88Drilling of exploratory holes, check holes and holes for instrumentation
89- Drilling of 115 mm dia. holes
90- Drilling of 98 mm dia. Holes
91- Drilling of 76 mm dia. Holes
92- Drilling of 45 mm dia. Holes
93-Extra for core recovery
94Water pressure test- simple water test
95Embedding pipes and fittings for grouting left permanently in place
96Placing grout (excluding cement)
97Contact grouting ordered by the Engineer-in-charge
98Fill grouting
99- Temporary drainage system
100- Exploratory holes
101Grouting materials
102- Cement
103- Sand
104- Bentonite
105- Admixtures
106- Micro fine Cement
107Not Used
108Concrete
109Plain cement concrete
110Lean & Plum Concrete (M10/A80)
111- M15/A80 grade
112- M15/A40 grade
113- M20/A40 grade
114- M25/A40 grade
115- M20/A80 grade
116- M30/A40 grade
117Reinforced Cement Concrete
118-M25 /A40 grade in Power Intake, TRT Outlet, Portals for HRT, ADIT to TOP of Pressure Shaft, MAT, Construction Adits to power house , Cable cum venytilation tunnel etc..
119-M35/A20 grade second stage concrete (self compacting) in Blockouts
120M30 /A20 in precast units
121M30 /A20 in other areas
122M10 porous concrete
123Grouting of Equipment Bearing Plates and Anchors
124Non shrink Epoxy Mortor in Blockouts
125Non shrink Cement based Grout
126Slush Grout
127Cement Variation in Concrete (Fixed Rate Item)
128Admixtures for concrete
129- Air-entraining agent
130- Super plasticizer
131Formwork
132Class F1
133Class F2
134Class F3
135Class F1C
136Class F2C
137Class F3C
138Reinforcing Steel
139Deformed Reinforcing bars - Grade Fe 500
140Plain reinforcing bars
141Couplers
142- 32mm dia
143- 36mm dia
144Waterstops and joints
145P.V.C. water stops(230 mm wide)
146Joint fillers(24 mm thk)
147Joint fillers(12 mm thk)
148Joint Sealing Compound
149Bituminous coating
150Joint Sealant (Including primer)
151Metalworks
152Stainless steel Railing
153MS pipe Hand rail
154GI railing
155Ladders
156Gratings and Frames
157Climbing irons
158Errection hooks
159Steel Anchoring
160Miscellaneous 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.
161Water tight covers and Frames
162Installation of Metal works supplied by others contractor
163Not Used
164Not Used
165Miscellaneous and Ancillary Works
166Fencing and gates
167- Fencing
168- Gates
169Concrete Drain pipes on concrete or sand base
170- 100 mm dia
171- 200 mm dia
172- 300 mm dia
173PVC Pipes
174- 50mm dia
175- 75mm dia
176- 100mm dia
177- 150mm dia
178- 200mm dia
179Weep Holes
180Steel Pipes fully embedded in concrete
181- 200 mm dia
182- 300 mm dia
183- 400 mm dia
184Concrete cable channels
185SWG pipes 100 mm dia.
186Slope protection
187Stone pitching
188Rock Paving
189Stone Masonary in cement mortar
190Wire crates/ Gabions
191- Wire crates
192- Boulder filling in wire crates
193- Polymer Rope Gabions
194Size 1m x 1m x1m
195Size 2m x 2m x1.5
196Size 2m x 2m x1.5(Insitu)
197Random Rubble Masonary Wall
198- Wet R R Masonry
199- Dry R R Masonry
200Mesh reinforcement
201-chain link wiremesh
202Pre-Cast Concrete blocks(M20A40)
203-Rectangular Block
204Tetrapods
205Wattling Trenches
206Mulching/Plantation of Grass/Shrub
207Jute Geo-Textiles
208Balli Benching
209Bamboo Piling
210Contour Drain
211Monitoring Instruments
212Load Cell (120 T capacity)
213Load Cell (30 T capacity)
214Optical targets
215Wireless Tiltmeter
216Joint Meter- Traxial
217Single Point bore hole extensiometer
218Multipointhole extensometer
219Mechanical type
220Electrical type
221Magnetic type
222Pore Pressure Gauges / Piezometer
223Automatic Water Level Recorder
224Water level measuring gauge (mechanical type)
225Seepage Measuring Sytem - Mechanical -V-notch
226Topographical Marker / Survey Targets
227Surface Settlement Point
228Read out units
229- Read out units for Electrical load cells
230- Read out units for other electrical instruments like extensometer, piezometers etc.
231Water supply and sewerage
232Laying of water PVC Pipe line with complete fittings, fixing valves, testing and commissioning
233- 100 mm nomimal dia
234- 50 mm nomimal dia
235- 40 mm nomimal dia
236- 25 mm nomimal dia
237Laying of HDPE Sewage Pipe line including fittings and fixtures
238- 150 mm nomimal dia
239- 100 mm nomimal dia
240Bore hole for Drinking Water 200mm dia
241Electrical and Mechanical Works
242Illumination system
243Grounding work for power intake and TRT Outlate
244Drainage water pumping system
245Roadworks
246Cleaning And Grubbing Road Land
247Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees girth upto 300mm, removal of stumps of trees cutearlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned,upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness -In the area of Throny Jungle.
248Earth Work On Hill Road
249Excavation in Hilly Area in Soil by Mechanical Means (Dipositing of excavated earth with all lifts and lead upto 1000 m).Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.
250Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Disposal of cut material with all lift and lead upto 1000m)Excavation in hilly area inordinary rock not requiring blasting by mechanical meansincluding cutting and trimming of slopes and disposal of cut material with all lift and leadupto 1000 metres.
251Excavation in Hilly Areas in Hard Rock Requiring Blasting (Disposal of cut material with all lift and lead upto 1000 m).Excavation in hilly areas in hard rock requiring blasting, bymechanicalmeans includingtrimmingof slopes anddisposalof cut material with all lifts and lead upto 1000 metres
252Protection Works
253Excavation for StructuresEarthwork 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 and backfilling with approved material (without de-watering) in ordinary soil by mechanical means upto3m depth.
254Plain cement concrete 1:3:6 nominal mixing foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
255Centring and shuttering including struting proping etc. and removal of form work for:(a) Foundation and plinth.
256Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical SpecificationB) Random Rubble Masonry
257Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32kg per 10 sqm having minimum tensilestrength of 300Mpa conformingto IS:280and galvanizingcoating conforming to IS:4826, wovenint omesh with double twist, mesh size not exceeding 100x100mm, filled with boulders with leastdimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire.
258Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications.Note 1.In case of stone masonry, the size of the weep hole shallbe 150 mm x 80 mm or circular with 150 mm diameter.
259Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification.A. Granular material
260Preparation Of Subgrade/Subbase
261Preparation of sub grade by excavating earth to an average depth of 22.50cm,dressingtocamber andconsolidatingwithroadroller,makinggoodthe undulations etc. anddisposal of surplus earth, lead upto 50 m.
262Consolidationofsub-gradewithroadrollerof8to12tonnecapacityincluding making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
263Coarse graded Granular sub-base Material 53 mm to 26 .5mm
264Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm
265Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm
266Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm
267Preparation Of Subbase/Base
268Providing, laying, spreading and compactings stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper gradeandcamber,applyingandbroomingrequisitetypeofscreening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density..
269Providing, laying, spreading and compacting graded stone aggregate to wet mix macadamspecificationincludingpremixingtheMaterialwithwateratOMCin mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layerswith paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
270Cement Concrete Pavement
271Construction of un-reinforced, dowel jointed, plain cement concrete pavement over apreparedsubbasewith43gradecement@400kgpercum, coarseandfine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, for M40 Gradehavingminimum28daysflexuralstrengthof4.5Mpa,usingapproved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler,separation membrane,sealantprimer,jointsealant,debondingstrip,dowelbar,tierod, admixturesasapproved,curingcompound,finishingtolinesandgradesas per drawing.
272Construction Of Shoulders
273Hard shoulder
274Road Safety
275Type - B, \"THRIE\" : Metal Beam Crash BarrierProviding and erectinga \"Thrie\" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2m centre to centre, 2m highwith 1.15m below ground level, all steel parts andfitments tobe galvanisedby hot dipprocess, all fittings toconform to IS:1367 and IS:1364, metal beamrail to befixed on the vertical post with a space of channel section 150x75x5 mm, 546mmlong complete as per clause 810
276Kilometre Stone, Reinforced cement concrete M15 grade kilometre stone of standard design as perIRC:8-1980, fixing in position including painting and printing etc
277Guard stone( Plaincement concrete 1:3:6 nominal mixing foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
278Rock Anchor (Drilling, Supply & Installation)
279Upto 5 m length (25mm dia)
280Plain Shortcrete For 50mm
281Welded Wire Mess
282Drainage Hole Of 89mm Dia
283Culverts
284Construction of slab culverts as per site conditions single lane road
2851.50 m Slab Culverts
2863.00 m Slab Culverts
287Carriage And Loading
288Loading and unloading of stone boulder / stone aggregates / sand /kanker/moorum / lime / shingle /surki/ earth / excavated rock and kerb stones by manual means for hill roads.
289Loading and unloading of cement / steel / structural steel / rc pipe /wooden logs / bricks / bitumen and timber etc by manual means and stacking for hill roads.
290Cost of Haulage Excluding Loading and Unloading on hill load. Haulage of materials by tipper excluding cost of loading, unloading andstacking.(i) Surfaced Road.
291Cost of Haulage Excluding Loading and Unloading on hill load.Haulage of materials by tipper excluding cost of loading, unloading andstacking.(ii) Unsurfaced gravel Road.
292Maintenance
293Maintenance of road
294from the site (Fixed Rate Item)

AI Tender Summary

OUR REF NO 53418840
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 3137.82 Crore
LAST DATE 28-05-2026
Authority
Authority Name National Hydroelectric Power Corporation Limited
Work Description Construction of Head Race tunnels including Intakes, Pressure Shafts, Penstocks, Power House Cavern, Transformer cum GIS Cavern, Draft Tube Gate Operation Chamber including Gate shafts, Downstream Surge Cavern, Tail Race Tunnels, Pothead Yard, Adits including approach roads of Kamala H.E. Project (1720MW), Kamle district, Arunachal Pradesh, (LOT-2)
Basic Detail
Tender No NH/CCW/CC-I/CO-428/PR14725/75
Bidding Type Tender
Location
City kamle
State Arunachal Pradesh
Key Dates
Publish Date 19 May 2026
Submission Date 28 May 2026
Open Date 01 Jun 2026
Finance
Tender Value 3137.82 Crore
Tender Fee 40000
EMD 10 Crore
Exemption Not Available
Document List
b84b12db-76bb-4db9-af7d-892dae011630.html
Vol_5_Part_3.pdf
VoL_5_part_4.pdf
Vol_6.pdf
Vol_2.pdf
Vol_3.pdf
Vol_4_1.pdf
VoL_5_part_1.pdf
Vol_5_Part_2.pdf
BOQ_936767.xls
Tendernotice_1.pdf
Vol_0.pdf
Vol_1_Part1.pdf
Vol_1_Part2.pdf
Vol_1_Part3.pdf
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Tender Timeline

May 19, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 16, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Apr 06, 2026
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Completed
Apr 06, 2026
18:00 IST

Corrigendum-3 Issued

Clarifications on tender conditions and amendments issued.

Completed
Feb 23, 2026
18:00 IST

Corrigendum-4 Issued

Clarifications on tender conditions and amendments issued.

Completed
Apr 27, 2026
18:00 IST

Corrigendum-5 Issued

Clarifications on tender conditions and amendments issued.

Completed
Apr 06, 2026
18:00 IST

Corrigendum-6 Issued

Clarifications on tender conditions and amendments issued.

Completed
Mar 16, 2026
18:00 IST

Corrigendum-7 Issued

Clarifications on tender conditions and amendments issued.

Completed
Apr 27, 2026
18:00 IST

Corrigendum-8 Issued

Clarifications on tender conditions and amendments issued.

Completed
Mar 16, 2026
18:00 IST

Corrigendum-9 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 11, 2026
18:00 IST

Corrigendum-10 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 11, 2026
18:00 IST

Corrigendum-11 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 11, 2026
18:00 IST

Corrigendum-12 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 11, 2026
18:00 IST

Corrigendum-13 Issued

Clarifications on tender conditions and amendments issued.

Completed
Apr 27, 2026
18:00 IST

Corrigendum-14 Issued

Clarifications on tender conditions and amendments issued.

Completed
Apr 06, 2026
18:00 IST

Corrigendum-15 Issued

Clarifications on tender conditions and amendments issued.

Completed
Mar 16, 2026
18:00 IST

Corrigendum-16 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 11, 2026
18:00 IST

Corrigendum-17 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 28, 2026
18:00 IST

Corrigendum-18 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 20, 2026
18:00 IST

Corrigendum-19 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 28, 2026
18:00 IST

Corrigendum-20 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 28, 2026
18:00 IST

Corrigendum-21 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 28, 2026
18:00 IST

Corrigendum-22 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 11, 2026
18:00 IST

Corrigendum-23 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 28, 2026
18:00 IST

Corrigendum-24 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 28, 2026
18:00 IST

Corrigendum-25 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 28, 2026
18:00 IST

Corrigendum-26 Issued

Clarifications on tender conditions and amendments issued.

Completed
Apr 27, 2026
18:00 IST

Corrigendum-27 Issued

Clarifications on tender conditions and amendments issued.

Completed
Apr 06, 2026
18:00 IST

Corrigendum-28 Issued

Clarifications on tender conditions and amendments issued.

Completed
Mar 16, 2026
18:00 IST

Corrigendum-29 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 28, 2026
18:00 IST

Corrigendum-30 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 20, 2026
18:00 IST

Corrigendum-31 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 20, 2026
18:00 IST

Corrigendum-32 Issued

Clarifications on tender conditions and amendments issued.

Completed
Apr 27, 2026
18:00 IST

Corrigendum-33 Issued

Clarifications on tender conditions and amendments issued.

Completed
Apr 06, 2026
18:00 IST

Corrigendum-34 Issued

Clarifications on tender conditions and amendments issued.

Completed
Mar 16, 2026
18:00 IST

Corrigendum-35 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 20, 2026
18:00 IST

Corrigendum-36 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 20, 2026
18:00 IST

Corrigendum-37 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 20, 2026
18:00 IST

Corrigendum-38 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 20, 2026
18:00 IST

Corrigendum-39 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 20, 2026
18:00 IST

Corrigendum-40 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 11, 2026
18:00 IST

Corrigendum-41 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 20, 2026
18:00 IST

Corrigendum-42 Issued

Clarifications on tender conditions and amendments issued.

Completed
May 28, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jun 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

b84b12db-76bb-4db9-af7d-892dae011630.html

pdf

Vol_5_Part_3.pdf

pdf

VoL_5_part_4.pdf

pdf

Vol_6.pdf

pdf

Vol_2.pdf

pdf

Vol_3.pdf

pdf

Vol_4_1.pdf

pdf

VoL_5_part_1.pdf

pdf

Vol_5_Part_2.pdf

xls

BOQ_936767.xls

pdf

Tendernotice_1.pdf

pdf

Vol_0.pdf

pdf

Vol_1_Part1.pdf

pdf

Vol_1_Part2.pdf

pdf

Vol_1_Part3.pdf

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