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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2502 CrAdmitted-Finance PATEL ESTATE ROAD JOGESHWARI WEST MUMBAI 400102 | MUMBAI SUBURBAN | MAHARASHTRA | 400102 | ₹2502 Cr | L1 | Admitted-Finance |
| 2 | L2₹2562 CrAdmitted-Finance | ₹2562 Cr | L2 | Admitted-Finance |
| 3 | L3₹2678.0 CrAdmitted-Finance 20 IT PARK | ₹2678.0 Cr | L3 | Admitted-Finance |
| 4 | L4₹2808 CrAdmitted-Finance CRYSTAL TOWER 4TH FLOOR TELIBANDHA RAIPUR | RAIPUR | RAIPUR | CHHATTISGARH | ₹2808 Cr | L4 | Admitted-Finance |
| 5 | L5₹2855.9 CrAdmitted-Finance GODREJ WATERSIDE TOWER NO 1 OFFICE 803 8TH FLOOR PLOT NO 5 BLOCK DP SECTOR V SALT LAKE CITY KOLKATA 700091 | KOLKATA | KOLKATA | WEST BENGAL | 700091 | ₹2855.9 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ITD Cementation India Limited L5 | Jaiprakash Associates Limited L2 | Patel Engineering Limited L1 | Larsen and Toubro Limited L4 | SMS LIMITED L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00CURRENCY | ||||||||
| 2.00CURRENCY | ||||||||
| 3.00Dewatering During Construction | ||||||||
| 4.00 | Dewatering of Surface Construction Sites including supply, installation and removal of pumping equipment from the site | 5,00,000 | KWh | 22.24 ₹1.1 Cr | 22.24 ₹1.1 Cr | 22.24 ₹1.1 Cr | 22.24 ₹1.1 Cr | 22.24 ₹1.1 Cr |
| 5.00Surface Excavation | ||||||||
| 6.00 | Common excavation | 1,00,000 | Cum | 160 ₹1.6 Cr | 367 ₹3.7 Cr | 242 ₹2.4 Cr | 275 ₹2.8 Cr | 203 ₹2.0 Cr |
| 7.00 | Rock excavation | 1,08,300 | Cum | 295 ₹3.2 Cr | 706 ₹7.6 Cr | 582 ₹6.3 Cr | 650 ₹7.0 Cr | 371 ₹4.0 Cr |
| 8.00 | Control perimeter blasting | 2,500 | Sqm | 118 ₹3.0 L | 564 ₹14.1 L | 620 ₹15.5 L | 550 ₹13.8 L | 557 ₹13.9 L |
| 9.00 | Line drilling | 600 | m | 412 ₹2.5 L | 244 ₹1.5 L | 449 ₹2.7 L | 240 ₹1.4 L | 371 ₹2.2 L |
| 10.00 | Dental excavation | 600 | Cum | 315 ₹1.9 L | 1,058 ₹6.3 L | 680 ₹4.1 L | 1,100 ₹6.6 L | 813 ₹4.9 L |
Tender Value
₹1289.2 Cr
EMD Value
₹10 Cr
Closing Date
26 Feb 2021, 3:00 pmClosed
General Manager (CC-II)
General Manager (CC-II), Contracts-Civil Division, 2nd Floor, Jyoti Sadan, NHPC Office Complex, Sector-33, Faridabad, India- 121003
Construction of Balance Civil Works Package- Lot-II for Underground Power House and Transformer Cavern, Part of HRT-I and HRT-II, Surge Shafts, Pressure Shafts, Adits, TRT and other associated Structures etc. of Teesta-VI HE Project, Sikkim.
2020_NHPC_599604_1
NH/CCW/CC-II/CO-133/PR61020/75
Open Tender
Construction Works
1598 days
East Sikkim, India
As per Tender Document
9 documents required · 9 mandatory
₹40,000
NHPC Limited
₹10 Cr
Faridabad, India-121003
7 Sept 2021
27 Nov 2020
1 Mar 2021
27 Nov 2020
26 Feb 2021
5 Feb 2021
27 Nov 2020 - 7 Dec 2020
10 Dec 2020
Amount
CURRENCY
CURRENCY
Dewatering During Construction
Dewatering of Surface Construction Sites including supply, installation and removal of pumping equipment from the site
Surface Excavation
Common excavation
Rock excavation
Control perimeter blasting
Line drilling
Dental excavation
Minor excavation
Removal of material arising from overbreak accepted due to geological conditions
Extra for haulage of excavated materials
Extra for hauling excavated materials beyond 3 km and upto 6 km
Dismantling and removal of Equipments
Light/ medium Equipment (wt upto 5T)
Heavy Equipment ( 5T<wt<11T)
Heavy Equipment (wt >11T)
Removal of toe able Equipments
Light / medium Equipment (wt upto 5T)
Heavy Equipment ( 5T<wt<11T)
Heavy Equipment (wt >11T)
Dismantling and removal of any other materials e.g. Crusher plant , Batching Plant ,Tower Crane , Gantry , Scafloding etc.
Rock stabilization and Supports
Rock Anchors 25 mm dia
Length upto 4.0 m
Length more than 4.0 m and upto 6.0 m
Rock Anchors 32 mm dia
Length upto 6.0 m
Length more than 6.0 m and upto 9.0 m
Length more than 9.0 m and upto 12.0 m
Self Drilling Hollow Core Anchor 25 mm dia
Length upto 6.0 m
Extensions for embedding into concrete where required
Mesh reinforcement
Welded wiremesh
Chain link fabric
Post tensioned Rockbolts (Tendons)
Testing of Post Tensioned Rock Bolts
Grouted Anchor bar 25 mm dia.
Length upto 6.0 m
Shotcrete
Plain Shotcrete
Cement variation in shotcrete
Superplasticiser
Embankment Construction and Backfill
Coffer dyke in TRT outlet
Zone 1 material
Zone 2 material
Zone 3A material
Zone 3B material
Riprap
Extra for transport for embankment materials beyond 3km
Backfill
Random backfill
Compacted backfill
Free-drainage backfill
Gravel fill
Sand-gravel fill
Drilling, Grouting and Pressure Relief Holes
Drilling for consolidation grouting
Drilling for grout holes 45 mm dia
Placing grout (excluding cement)
Consolidation grouting
Drilling for Pressure Relief holes
Drilling of 45 mm dia hole
Supply and installation of 36 mm dia perforated PVC pipes
Drilling of exploratory holes, check holes and holes for instrumentation
Drilling of 45 mm dia holes
Drilling of 76 mm dia holes
Drilling of 98 mm dia holes
Extra for core recovery
Grouting materials
Cement
Bentonite
Admixtures
Concrete
Concrete in surface works
Cement concrete M10/A20
Cement concrete M15/A40
Cement concrete M20/A40
Cement concrete M25/A40
Concrete in Blockouts M30/ A20
M25/A20 precast concrete including formwork for cable trenches etc.
Cement variation in concrete
Admixtures for concrete
Air-entraining agent
Superplasticizer
Formwork
Class F1
Class F2
Class F1C
Class F2C
Class F3
Class F3C
Reinforcing Steel
Deformed Reinforcing bars - Grade Fe 500
Plain reinforcing bars
Couplers
32 mm dia
36 mm dia
Waterstops and joints
P.V.C. water stops
Joint fillers
Joint Sealing Compound
Bituminous compound
Joint Sealant (Including primer)
Metalworks
Protective net on top of surge shaft
Stainless steel Railing
GI railing
Ladders
Gratings
Climbing irons
Errection hooks
Miscellaneous 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.
Installation of Metal works supplied by others contractor
Building and Architectural Works
Building and Architectural works in D.G. building of pothead yard
Miscellaneous and Ancillary Works
Fencing and gates
Fencing
Gates
Weep holes
PVC Pipes
50 mm dia
75 mm dia
100 mm dia
150 mm dia
200 mm dia
Slope protection
Supply of 9 mm 4-strand Polypropylene (PP) Rope Gabions (UV stabilized).
Supply and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size in PP rope gabion box.
Supply of mechanically woven double twisted hexagonal gabions (Zn coated).
Supply and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size in gabion box.
Random Rubble Masonary Wall
Wet R R Masonry
Dry R R Masonry
Rock paving in mortar
Concrete blocks
Wattling Trenches
Mulching / Plantation of Grass / Shrubs
Jute Geo-Textiles
Balli Benching
Bamboo Piling
Monitoring Instruments
Supply, installation and commissioning of monitoring instrument as per tech. spec.
Single point borehole extensometer
Mechanical type
Electrical type
Multi point borehole extensometer
Mechanical type
Electrical type
Optical Targets
Load Cells
Water Supply & Sewerage
Laying of water G.I. Pipe line with complete fittings, fixing valves, testing and commissioning
150 mm nominal dia
100 mm nominal dia
75 mm nominal dia
50 mm nominal dia
25 mm nominal dia
Supply & installation of pumps 3 H.P capacity for water supply including all electric panels, cables, level switches etc
No. of Operational units
No. of Standby units
Design, supply & installation of Water treatment plant including Sodium hypochlorite dosing unit with complete accessories as specified in Technical specification.
Design, supply & installation of FIBR reactor based sewerage tratment plant including pumps and necessary fitting etc.as specified in Technical specification.
Laying of HDPE sewage Pipe line including fittings and fixtures
150 mm nominal dia
100 mm nominal dia
Design, supply & installation of Pumping unit for sewage system
Roadworks
Earth work in excavation by mechanical means (Hydraulic Excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.All kind of soil.
Extra for lead beyond 50 m upto 1 Km for Item No-21.1
Excavation work by mechanical means (Hydraulic Excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.: Ordinary Rock/Hard Rock (Blasting Prohibited)
Extra for lead beyond 50 m upto 1 Km for Item No-21.3
Surface Excavation
Common Excavation
Rock Excavation
Providing & making Gabion structure with Mechanically woven Double Twisted Hexagonal shaped wire mesh gabion boxes as per IS 16014:2012,MORTH clause 2500,of required size,Mesh type 10x12(D=100mm with tolerance of + 2%) Zinc coated,Mesh wire dia 3.0mm, mechanically edged /selveged with partitionsat every with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist ,tying with lacing wire of diameter 2.2mm, supplied@3% by weight of Gabion boxes, filled with boulder with least dimensions of 200mm, as per direction of Engineer- in-charge.
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and Laying Plum concrete in 1:4:8 c.c.(1cement, 4 coarse sand, 8 clean hard graded stone chips of 40 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15 cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
Lined Drain
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
Supplying and stacking at site
90 mm to 45 mm size stone aggregate
63 mm to 45 mm size stone aggregate
53 mm to 22.4 mm size stone aggregate
Stone screening
Stone screening 13.2 mm nominal size (Type A)
Stone screening 11.2 mm nominal size (Type B)
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On W.B.M. @ 0.75 Kg / sqm .
4 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 2.60 cum per 100 sqm and coarse sand @ 2.60 cum per 100 sqm of road surface and with bitumen @56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) : With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
Repair & Maintenance of Internal/access road & other roads
Double Lane (F.W.)
Intermediate Lane (F.W)
Single Lane (F.W.)
Repair & Maintenance of WBM & Bituminous Carpeting ordered by Engineer-in-Charge
Supplying and stacking at site
90 mm to 45 mm size stone aggregate
63 mm to 45 mm size stone aggregate
53 mm to 22.4 mm size stone aggregate
Stone screening
Stone screening 13.2 mm nominal size (Type A)
Stone screening 11.2 mm nominal size (Type B)
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On W.B.M. @ 0.75 Kg / sqm .
4 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 2.60 cum per 100 sqm and coarse sand @ 2.60 cum per 100 sqm of road surface and with bitumen @56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) : With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 1000 mm dia. R.C.C. Pipe
Description of Work / Item(s)
Amount
CURRENCY
CURRENCY
Dewatering During Construction
Dewatering of Underground Construction sites including supply, installation and removal of pumping equipment from the site
Underground Excavation
Excavation of all Tunnels i.e HRT and its construction Adits, Upstream/Doswnstrean surge galleries & its adits, TRTs , Draft tubes, Bus ducts, Escape tunnel, Access tunnels, Ventilation tunnel, Cable tunnel, drainage gallery & other Adits etc.
Class I, II, & III
Class IV and V
By Multiple drifting due to geological reasons
Excavation of Power house & Transformer caverns, MIV chamber in all classes of rock
Removal of material arising from overbreak accepted due to geological conditions
Common Excavation
Extra for haulage of excavated materials
Beyond 3 km and up to 6 km
Line drilling
Dental excavation
Dismanteling of Exisiting Concrete Structure
Dismanteling and removable of service pipe lines, scafoldings or any other material.
Rock stabilization and Supports
Resin grouted rockbolts 25 mm dia
Length up to 4.0 m
Length more than 4.0 m and up to 6.0 m
Resin grouted rockbolts 32 mm dia
Length up to 6.0 m
Length more than 6.0 m and up to 9.0 m
Length more than 9.0 m and up to 12.0 m
Resin grouted rockbolts 36 mm dia
Length up to 6.0 m
Length more than 6.0 m and up to 9.0 m
Length more than 9.0 m and up to 12.0 m
Rockbolt testing
Rockbolts 25 mm dia
Rockbolts 32 mm dia
Rockbolts 36 mm dia
Extension for embedding into concrete where required
Grouted anchor bar
25 mm dia
32 mm dia
Water expandable friction anchor
Length up to 6.0 m
Self Drilling Hollow Core Anchor
25 mm dia
32 mm dia
Self Drilling Fibre Glass rockbolt 25 mm dia
Length up to 6.0 m
Mesh reinforcement
Welded wiremesh
Lattice Girder
Steel ribs, supply and installation (including accessories)
Steel lagging supply and installation
Precast concrete lagging
Pregrouting
Drilling for Pregrouting
45 mm dia holes
57 mm dia holes
Grouting Operations
45 mm dia holes
57 mm dia holes
Fore poling
Fore poling (Drilling & Installation)
Grouting Operations
Pipe Roofing
Pre-drainage holes 45 mm dia
Shotcrete
SFR Shotcrete excluding steel fibre
Plain Shotcrete
Cement variation in shotcrete
Superplasticizer
Steel fibre
Micro silica
Backfill
Gravel fill in Transformer floor
Drilling, Grouting and Pressure Relief Holes
Contact Grouting
Drilling of 45 mm dia holes for contact grouting
In the Tunnels
For tunnel plug
In Surge shaft
In Pressure shaft
Grouting Operations
In the Tunnels
For tunnel plug
In Surge shaft
In Pressure shaft
Drilling of 45 dia holes for Consolidation grouting
In tunnels & tunnel plug
In Surge shaft
In Pressure shaft
In power House, Transformer & MIV Cavern
Redrilling of holes
In the Tunnels (50% of rate in 7.1.1.1)
For tunnel plug (50% of rate in 7.1.1.2)
In Surge shaft (50% of rate in 7.1.1.3)
In Pressure shaft (50% of rate in 7.1.1.4)
Drilling for curtain grouting for tunnel plugs
Grouting operations
Redrilling for Curtain Grouting (50% of rate in 7.3)
45 mm dia pressure relief holes in the tunnels and caverns
Drilling of 45 mm dia hole
Supply and installation of 36 mm dia perforated PVC pipes
Supply and installation of drain outlet devices
Non Return Valves (NRV)
Drilling of exploratory holes, check holes and holes for instrumentation in tunnels and caverns
Drilling of 45 dia holes
Drilling of 76 dia holes
Drilling of 98 dia holes
Extra for core recovery
Water pressure testing - simple water test
Embedded pipes and fittings for grouting left permanently in place
Placing grout (Excluding cement)
Contact grouting ordered by the Engineer-in-Charge
Fill grouting
In Temporary drainage system
In exploratory holes
Consolidation grouting including grouting for tunnel plug
-Single stage grouting
-Multiple stage grouting
Grouting materials
Cement
Bentonite
Admixtures
Microfine cement
Colloidal Silica
Concrete
Plain Cement Concrete lining in Invert including formwork in all tunnels
Plain Cement Concrete lining in Overt including formwork in all tunnels
-M25/A40 in Geological Approved Overbreaks (75% of rate in 9.2.1)
-M20/A40 in Geological Approved Overbreaks (75% of rate in 9.2.3)
Reinforced Cement Concrete in Tunnels
-M25/ A40 in Geological Approved Overbreaks (75% of rate in 9.3.1)
Tunnel plugs - M20/ A40
Concrete in Shafts including formwork
Cement concrete lining M25/A40 in Surge Shaft
-M25/ A40 in Geological Approved Overbreaks (75% of rate in 9.5.1)
Backfill concrete M20/A40 behind steel liner in Pressure shaft
-M20/ A40 in Geological Approved Overbreaks (75% of rate in 9.5.2)
Cement concrete M25/A40 in Draft Tube gate shaft
Concrete in Blockouts M30/ A20
Concrete in Power house, Transformer cavern & MIV chamber
Cement Concrete around spiral casing, Draft tube (first & second stage concrete) etc up to Turbine Floor EL.± 238.25
Cement concrete M30/A20 for Generator barrel in power house (Up to EL 248.34 m)
Cement concrete M30/A20 in beams, columns, slabs, walls, raft etc. of Machine hall, control building, service bay, Transformer hall & MIV Chamber
Cement concrete M15/A40
Lean Concrete M10/A20
M15/A40 backfill concrete behind steel ribs in geologically approved overbreaks in tunnels, shafts & caverns
M25/A20 precast concrete including formwork
Cement variation in concrete
Admixtures for concrete
Air-entraining agent
Superplasticizer
Grouting of equipment foundations/ Bearing plates and anchors
Non Shrink cement based grout
Non Shrink epoxy based grout
High performance concrete excluding silica fume - M70/A20
Silica Fume
Providing and applying high performance cementitious mortar complying with EN 1504-3 (R4)
For closure of grout holes
For structural repair works
Providing and applying integral crystalline slurry conforming to DSR Item code no. 22.23 to the concrete structures like retaining walls, water tank, tunnels, surge shaft, etc.
For vertical surface two coats @0.70 kg per sqm per coat
For horizontal surface one coat @1.10 kg per sqm
Providing and applying crystalline mortar conforming to DSR Item code no. 22.25 for the treatment of construction joints, cracks, tie rod holes and spalled & honeycombed surface of PCC/RCC underground structures like basement, water tanks, surge shafts, tunnels etc. to ensure water tightness.
Epoxy Mortar for repair of concrete
Providing and applying two-components epoxy binder (resin & hardener) conforming to ASTM C881 Type-IV, Class C as per technical specification
Providing and applying well graded quartz sand/filler for use in epoxy mortar as per technical specification
Repair /Rehabilitation and modification of Concrete
Design , supplying and fixing rebars in ready cast concrete including drilling and injection of epoxy as per Technical specification all complete .
36mm dia
32mm dia
25mm dia
Formwork
Class F1
Class F2
Class F3
Class F1C
Class F2C
Class F3C
Reinforcement Steel
Deformed Reinforcing bars - Grade Fe 500
Plain reinforcing bars
Couplers
32 mm dia
36 mm dia
Waterstops and joints
P.V.C. water stops
Joint fillers
Joint Sealing Compound
Bituminous compound
Joint Sealant (Including primer)
Metalworks
Railing
Steel pipe handrail
Ladders
Gratings
Steel cover, Frames
Climbing irons
Erection hooks
Steel anchorings
Steel pipes
100 mm dia
150 mm dia
200 mm dia
300 mm dia
Cast iron pipes
100 mm dia
150 mm dia
200 mm dia
300 mm dia
500 mm dia
Cable Channels
Miscellaneous steel sectins as edge protection, frames, bearing plates, brackets, etc. of various dimensions, including bolts, screws, anchors and other accessories for interior and exterior purpose.
Installation of metalworks supplied by others
Steel lining in surge shaft orifice
Structural Steel Work
Supply and erection of supporting steel structure
Building and Architectural Works
Building and Architectural works in Power house including Service Bay & Control Block, MIV and Transformer cavern including GIS.
Suspended ceiling in Power House, MIV and Transformer Cavern.
Wall panelling in Power house machine hall (including service bay), Transformer cavern and Main access tunnel towards Power house
Miscellaneous and Ancillary Works
Concrete pipes
Drain pipes on concrete or sand base
100 mm dia
200 mm dia
300 mm dia
Pipes fully embedded in concrete
200 mm dia
300 mm dia
400 mm dia
PVC Pipes
50 mm dia
75 mm dia
100 mm dia
150 mm dia
200 mm dia
300 mm dia
150 mm dia half round pipes
SWG Pipes
100 mm dia
150 mm dia half round pipes
Monitoring Instruments
Supply, installation and commissioning of monitoring instrument as per technical specification.
Load cells
Tape convergence points
Optical targets
Single point borehole extensometer
Mechanical type
Electrical type
Multi point borehole extensometer
Mechanical type
Electrical type
Total pressure cell
Piezometers
Water level measuring gauge
Read out units
Read out units for Electrical load cells
Read out units for other electrical instruments like extensometer, piezometers etc.
Data acquisition system and web based data monitoring
Calibrate, test, survey, maintain and monitoring of already existing instruments as per technical specifications
Load cells
Single point borehole extensometer
Multi point borehole extensometer
Piezometers
3D - TSP (Tunnel Seismic Prediction) Test
Water Supply & Sewerage
Laying of water G.I. Pipe line with complete fittings, fixing valves, testing and commissioning
150 mm nominal dia
100 mm nominal dia
75 mm nominal dia
50 mm nominal dia
25 mm nominal dia
Supply & installation of pumps 3 H.P capacity for water supply including all electric panels, cables, level switches etc
No. of Operational units
No. of Standby units
Design, supply & installation of Water treatment plant including Sodium hypochlorite dosing unit with complete accessories as specified in Technical specification.
Design, supply & installation of FIBR reactor based sewerage tratment plant including pumps and necessary fitting etc.as specified in Technical specification.
Laying of HDPE sewage Pipe line including fittings and fixtures
150 mm nominal dia
100 mm nominal dia
Design, supply & installation of Pumping unit for sewage system
Description of Work / Item(s)
Group A surface works - Item rate (BoQ1)
Group B underground works - Item rate (BoQ2)
SMS LIMITED
Larsen and Toubro Limited
Jaiprakash Associates Limited
ITD Cementation India Limited
Jaiprakash Associates Limited
SMS LIMITED
Larsen and Toubro Limited
ITD Cementation India Limited
Jaiprakash Associates Limited
SMS LIMITED
Larsen and Toubro Limited
ITD Cementation India Limited
Bidder Name
ITD Cementation India Limited
Patel Engineering Limited
Jaiprakash Associates Limited
Larsen and Toubro Limited
SMS LIMITED
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