Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹129.6 CrAccepted-AOC | ₹129.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹164.8 CrRejected-Finance PLOT NO 20 FLAT NO 201 SRI CHAITANYA RESIDENCY STREET NO 2 SAGAR SOCIETY ROAD NO 2 BANJARA HILLS HYDERABAD HYDERABAD TELANGANA 500034 | HYDERABAD | TELANGANA | 500034 | ₹164.8 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹184.1 CrRejected-Finance PATEL ESTATE ROAD JOGESHWARI WEST MUMBAI 400102 | MUMBAI SUBURBAN | MAHARASHTRA | 400102 | ₹184.1 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹190.0 CrRejected-Finance C 4 DISTRICT CENTRE SAKET NEW DELHI 110017 | SOUTH | DELHI | 110017 | ₹190.0 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹229.9 CrRejected-Finance | ₹229.9 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | IRCON INTERNATIONAL LIMITED L4 | Vensar Constructions Company Limited L2 | Patel Engineering Limited L3 | Mosh VAraya Infrastructure Limited L1 | Angelique International Limited L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00CONTROL OF WATER, CONSTRUCTION DRAINAGE AND DEWATERING | ||||||||
| 1.01Control of water, dewatering of surface/underground construction sites including all construction works, labor, plants and materials necessary to keep the construction sites free of water during the contract period. Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge. | ||||||||
| 1.02 | Dewatering of surface construction sites including all plants, materials, labour, installation, operation, power supply, maintenance and removal of pumping equipment from site | 20,000 | kWHr | 63.66 ₹12.7 L | 40 ₹8 L | 122 ₹24.4 L | 60 ₹12 L | 109.41 ₹21.9 L |
| 1.03 | Dewatering of underground construction sites including all plants, materials, labour, installation, operation, power supply, maintenance and removal of pumping equipment from site | 3,50,000 | kWHr | 68.97 ₹2.4 Cr | 45 ₹1.6 Cr | 122 ₹4.3 Cr | 60 ₹2.1 Cr | 120.35 ₹4.2 Cr |
| 1.04Construction of Temporray Ring Bund Complete in all respect with all plant, materials, labour, all lead & lifts, etc. as per technical specifications, drawings and as directed by Engineer-in-Charge | ||||||||
| 1.05 | Clay/Earth/Random Fill | 15,000 | Cum | 795.75 ₹1.2 Cr | 930 ₹1.4 Cr | 441 ₹66.2 L | 384.38 ₹57.7 L | 622.92 ₹93.4 L |
| 2.00SURFACE EXCAVATION AND BACKFILL | ||||||||
| 2.01Surface excavation including loading, transport, all lift and lead up to 3.0 km from the excavation area/working site, unloading at disposal sites or stockpiles and maintenance of the disposal sites or stockpiles. Construction of haul roads (if any) and its maintenance. Complete in all respect as per technical specification, drawings and as directed by Engineer- in-Charge. | ||||||||
| 2.02Diversion Tunnel | ||||||||
| 2.03 | Clearing of excavation areas, disposal areas and stockpiles | 4,497 | m2 | 180.37 ₹8.1 L | 8 ₹35,976 | 139 ₹6.3 L | 90 ₹4.0 L | 43.76 ₹2.0 L |
Tender Value
₹192.5 Cr
EMD Value
₹3.9 Cr
Closing Date
15 Jul 2025, 2:00 pmClosed
ED, C and P
NEEPCO Ltd., Shillong-793003
Package-I Civil and Hydro-Mechanical Works of Diversion Tunnels pertaining to Tato-II Hydro Electric Project (700 MW), Arunachal Pradesh
2025_NEEPC_233935_1
NIB No. 482 Dated 28-04-2025
Open Tender
Construction Works
540 days
Shi Yomi district of Arunachal Pradesh
As per Detail NIB No. 482 Dated 28-04-2025
3 documents required · 3 mandatory
₹23,600
NEEPCO Ltd.
₹3.9 Cr
9 Jan 2026
29 Apr 2025
16 Jul 2025
29 Apr 2025
15 Jul 2025
29 Apr 2025
29 Apr 2025 - 20 May 2025
Amount
CONTROL OF WATER, CONSTRUCTION DRAINAGE AND DEWATERING
Control of water, dewatering of surface/underground construction sites including all construction works, labor, plants and materials necessary to keep the construction sites free of water during the contract period. Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge.
Dewatering of surface construction sites including all plants, materials, labour, installation, operation, power supply, maintenance and removal of pumping equipment from site
Dewatering of underground construction sites including all plants, materials, labour, installation, operation, power supply, maintenance and removal of pumping equipment from site
Construction of Temporray Ring Bund Complete in all respect with all plant, materials, labour, all lead & lifts, etc. as per technical specifications, drawings and as directed by Engineer-in-Charge
Clay/Earth/Random Fill
SURFACE EXCAVATION AND BACKFILL
Surface excavation including loading, transport, all lift and lead up to 3.0 km from the excavation area/working site, unloading at disposal sites or stockpiles and maintenance of the disposal sites or stockpiles. Construction of haul roads (if any) and its maintenance. Complete in all respect as per technical specification, drawings and as directed by Engineer- in-Charge.
Diversion Tunnel
Clearing of excavation areas, disposal areas and stockpiles
Excavation in soil including stripping of top soil
Excavation in soft and disintegrated rock
Excavation in hard rock
(a) Drilling and blasting
(b) Line-drilling
Cost of Haulage including loading & unloading of excavated materials For all types of Tracks beyond initial lead of 3.00km (Lead = 2 km)
Backfilling
(a) Random backfill
(c) Free-draining backfill
(d) Sand-gravel backfill
Providing and laying Pitching complete as per drawings and technical specifications at locations as directed by the Engineer-in-Charge Stone/ Boulders
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawings and technical specification. Boulders laid without wire crates
UNDERGROUND EXCAVATION
Underground excavation of Diversion Tunnel including excavation by drill and blast, mechanical, manual or conventional methods; including all survey and setting-out, all lifts, transportation and unloading at disposal sites upto 3.0 km from the nearest portal and including maintenance of the disposal sites or stockpiles. Construction of haul roads (if any) and its maintenance. Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge.
Diversion Tunnel including handling of excavated materials upto 3.0 km from the nearest portal
(a) Excavation in class 2
(b) Excavation in class 3
(c) Excavation in class 4
(d) Excavation in class 5
Loading, transport including all lift and lead upto 3.0 km and unloading of accepted geological overbreak of Diversion Tunnel at disposal areas or stockpiles
Cost of Haulage including loading & unloading of excavated materials Katcha Track beyond initial lead of 3.00km (Lead = 2 km)
ROCK SUPPORT
Rock support for underground excavation of Diversion Tunnel including all plants, materials and labour. Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge.
Shotcrete M25 including admixtures in underground works with articulated wet type shotcrete machine to the theoretical thickness as shown on the drawings or as directed by the Engineer-in-charge
(a) Without Steel Fibre Reinforcement
(b) With Steel Fibre Reinforcement
Supply and fixing in position Precast R.C.C. laggings
Supply and installation of resin/cement grouted rock bolts of any size and length in underground excavations, as shown on the drawings or as directed by the Engineer-in- charge, including all plants, materials and labour required for drilling, cleaning, installing, grouting and testing of the bolts. Complete in all respect
(a) 25mm dia
(b) 32mm dia
Supply and installation of Swellex Type rock bolts of any size and length in underground excavations, as shown on the drawings or as directed by the Engineer-in-charge, including all plants, materials and labour required for drilling, cleaning, installing, grouting and testing of the bolts. Complete in all respect 25 mm dia
Fabrication and erection of Steel ribs as permanent support as per the drawings or as directed by the Engineer-in-charge including all plants, materials, labour and accessories. Complete in all respect
Supply and providing of Forepoling with grouted anchor bars, length, dia, spacing and overlap to be determined on site by the Engineer-in-charge including all plants, materials and labour. Complete in all respect
Providing & fixing high tensile seamless pipe casing (minimum 21m long) of dia. 76-139mm & thickness 6-10mm, driven into medium using symmetrix drilling system (or equivalent) using sacrificial drill bits with all materials, accessories, equipments-machineries and labour ect. as per technical specification, drawings and as directed by Engineer-in-Charge complete in all respect.
Providing steel canopy support in underground excavation (HRT) including supplying , fabrication and installation at site with all materials, accessories, equipments-machineries and labour ect. as per technical specification, drawings and as directed by Engineer-in- Charge complete in all respect.
Welded Wire Mesh
SLOPE PROTECTION
Slope protection in surface excavation including all plants, materials and labour. Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge
Rip-Rap
Bedding
Rip-Rap
Rock Paving
Dry rock paving
Rock paving in mortar
Gabions
Masonary walls
Supply and installation of resin/cement grouted rock bolts of ø 25 mm, length = variable in surface excavations, as shown on the drawings or as directed by the Engineer-in-charge, including all plants, materials and labour required for drilling, cleaning, installing, grouting and testing of the bolts. Complete in all respect
Shotcrete M25 including admixtures in open excavation with dry type/articulated wet type shotcrete machine to the theoretical thickness as shown on the drawings or as directed by the Engineer-in-charge
Without Steel Fibre Reinforcement
With Steel Fibre Reinforcement
Wire mesh
Chain link fabric/Welded wire mesh
(a) Welded Wire Mesh
Supply and Installation of Grouted Anchor Bars of any size and length alongwith all plants, materials and labour required or drilling, cleaning, installing and grouting. Complete in all respect
25 mm dia
32mm dia
CONCRETE
Complete in all respect with all plants, materials, formwork, scaffoldings, staging, labour, all lead and lift etc. as per technical specification, drawings and as directed by Engineer-in- Charge.
Plain/reinforced cement concrete in Inlet & Outlet Structures, etc.
Concrete block for launching apron (M 15-40)
Second stage concrete in blockout including formwork
M-15 in backfill, foundation & earth retaining structures
Plain/reinforced cement concrete in Diverson Tunnel
Cement concrete of M25 grade in Diversion Tunnel lining including formwork in overt
Cement concrete of M35 grade in Diversion Tunnel lining including formwork in invert
Backfilling upto pay line with M20 concrete
Backfilling of accepted geological overbreak (upto 7% of pay line) with M20 concrete for Diversion Tunnel
STEEL FOR REINFORCEMENT
Complete in all respect with all plants, materials, labour, all lead and lift etc. as per technical specification, drawings and as directed by Engineer-in-Charge.
Mild Steel Reinforcement
High yield strength deformed reinforcement
Diversion Tunnel
Inlet & Outlet Structures
DRILLING
Complete in all respect with all plants, materials and labour as per technical specification, drawings and as directed by Engineer-in-Charge.
Percussion drilling
Diversion Tunnel
(a) Drill holes up to ø 48 mm, length 10 - 30 m
Rotary drilling
Diversion Tunnel
Drill holes up to ø 76/80 mm, length < 30 m
Installation of pipes
Supply and installation of PVC pipes of 76mm dia (plain or slotted) including fittings and accessories
Drilling for Pre- Grouting
Drill holes up to ø 45 mm upto 10mm long for Pre-Grouting with Cement
Drill Holes up to 57mm upto 30m long for Pre-Grouting with Colloidal Silica
GROUTING
Complete in all respect with all plants, materials and labour as per technical specification, drawings and as directed by Engineer-in-Charge.
Contact grouting, grouting pressure = 2 to 5 kg/cm2
Contact grouting behind tunnel liner (concrete or steel)
Consolidation and curtain grouting (grouting pressure = 2 to 20 kg/cm2)
Diversion Tunnel, Inlet, Outlet, Portal and in any other areas as directed by the Engineer-in Charge
(a) Single - stage grouting
(b) Multiple - stage grouting, descending
(c) Multiple - stage grouting, ascending
(d) Sand to be used in sand-cement grouting
(e) Pre-grouting with Cement
(f) Pre-grouting with Colloidal Silica
Water pressure testing
Simple water pressure tests
Comprehensive water pressure tests
INSTRUMENTATIONS AND MONITORING
Tape extensometer station
Optical convergence measurement station
MISCELLENEOUS STEEL SECTIONS
Supply, fittings & fixings of metal works in all structure. Complete in all respect with all plants, materials and labour as per technical specification, drawings and as directed by the Engineer-in-Charge
Supply & Installation of Steel Pipes
75 mm dia.
100 mm dia.
200 mm dia.
300 mm dia.
Miscelleneous Steel Sections
Ladders & Climbing Iren
Erection Hooks
Steel Anchoring
Supply & installation of Non Return Valve in Diversion Tunnel
HYDRO-MECHANICAL WORKS
Design, supply, manufacture, inspection, shop assembly, painting, transportation, site storage & site erection, testing & commissioning including all labor, tools, tackles, plant & material of 4100 mm x 10400 mm fixed wheel type Diversion Tunnel Gate complete with accessories like wheels, guide Rollers, seals, lifting lugs and embedded parts including sill beam, seal seats, guides, tracks, etc. in accordance with technical specifications, drawing and as per instruction of the Engineer-In-Charge.
Gate Leaf: 1. Cost of Design & Drawings 2. Material Cost 3. Fabrication Cost including painting 4. Transportation Cost including Insurance 5. Cost of erection including cost of labour tools, tackles, plant & machineries, etc.
Embedded Parts & Steel Lining upstream & downstream of gate groove including groove lining including all necessary embedment and stiffeners complete as per specifications and drawings to the satisfaction of Engineer-in-Charge: 1. Cost of Design & Drawings 2. Material Cost 3. Fabrication Cost including painting 4. Transportation Cost including Insurance 5. Cost of erection including cost of labour tools, tackles, plant & machineries, etc.
Design, manufacture, inspection, shop assembly, painting, transportation, site storage & site erection, testing & commissioning including all labor, tools, tackles, plant & material of electrically operated rope drum hoists suitable for operation of diversion tunnel gate of size 4100 mm x 10400 mm under conditions specified in technical specification complete with all accessories including local control panels, trestles and hoist bridge in accordance with the specifications and drawings to the satisfaction of Engineer-In-Charge.
Break-up: 1. Cost of Design & Drawings 2. Material Cost 3. Fabrication Cost including painting 4. Transportation Cost including Insurance 5. Cost of erection including cost of labour, tools, tackles, plant & machineries, etc.
Design, manufacturer & supply at site of the spare parts as per list given in the technical specification
Vensar Constructions Company Limited (BID ID -869959)
Patel Engineering Limited (BID ID -868625)
IRCON INTERNATIONAL LIMITED (BID ID -870230)
Angelique International Limited (BID ID -868199)
Vensar Constructions Company Limited (BID ID -869959)
Patel Engineering Limited (BID ID -868625)
IRCON INTERNATIONAL LIMITED (BID ID -870230)
Angelique International Limited (BID ID -868199)
stage.html
html • 0.05 MB
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tenderdocument.rar
Tender Documents • 37.20 MB
BOQ.xls
BOQ • 0.43 MB
Download all tender documents and submit your bid