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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.3 CrAccepted-AOC | ₹38.3 Cr Quoted ₹39.9 Cr | L1 | Accepted-AOC AOC |
Tender Value
Refer Docs
EMD Value
₹73 L
Closing Date
12 Sept 2022, 5:00 pmClosed
Superintending Engineer
Office Of Superintending Engineer Construction Circle Uttarakhand Peyjal Nigam Pauri
construction of all Civil and E M works under Bidoli G.O.V. pumping water supply scheme consisting of dry intake well on the bank of Alaknanda river, rapid gravity filter type water treatment plant, supplying, laying jointing of API MSERW GI heavy M
2021_MDPEY_36619_3
2390/NIVIDA QUOTATION/16 DATED 15.09.21
Open Tender
Civil Works - Water Works
540 days
khirsu and pabou
As Per Tender Document
4 documents required · 4 mandatory
₹5,900
Executive Engineer, C.D. Peyjal Nigam, Srinagar
₹73 L
Yes
Pauri
27 Sept 2023
27 Aug 2022
14 Sept 2022
27 Aug 2022
12 Sept 2022
3 Sept 2022
27 Aug 2022 - 1 Sept 2022
1 Sept 2022
Amount
Civil section :- Design, testing bearing capacity of soiI and construction of R.C.C. Dry Intake well cum Pump House having 6.00 m internal Diameter and 16.00 m height (12.00 m height of steining of Intake well and 4.00m height of pump house) with R.C.C. approach bridge of 15.00 m length and 2.50 m width, also fitted with steel Trussed Ladder of 0.75 m width and 15.0 m height inside the well. The well should have 1.00 m wide balcony and projected roof all around at outer face with 1.20 m high G.I. pipe railing in 04 rows at @ 0.40 m c/c. The well should have proper arrangement of beam/girder to rest on floor and wall of pump house for lifting of pumps from well complete. The well should have all provision for Pumps Installation of required capacity in the bank of Alaknanda River nearby Dungripanth village including supply and cartage of all materials, labour, T&P etc. complete excluding protection works but Including internal & external electrification, water level indicator, earthing work, complete painting work with Apex on both inner and outer sides of well etc. complete.
Rate for variation in height of Intake well
For Increase in Height
For Decrease in Height
Rate for variation in length of Approach bridge of Intake well
For Increase in length
For Decrease in length
Design, testing bearing capacity of soil and construction of water treatment works of 2.30 Mld capacity consisting of raw water inlet chamber, primary pre settling tank, chemical house, rapid mix vertical flow clariflocculator, secondary pre settling tank, rapid gravity filter with back wash arrangement at MPS nearby Dungripanth village about 12 km away from Srinagar Garhwal headquater & commissioning of filter plant complete including supply and cartage of all materials, labour, T&P etc. complete, excluding protection works but Including internal & external electrification, supply & fixing of all types of required valves, pumps, compressor, blower,earthing work, painting work with approved quality of Apex, railing work etc. complete.
Excavation of earth for pipe line trenches of rising main / gravity main and distribution system upto 1mtr required depth as per norms in following strata requiring the use of special T&P such as pick axes, sabbals etc. or by blasting or by crow bars with a lift up to 1.5 m and lead up to 30 m including refilling, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth up to a distance of 60 m from the trenches including supply of all materials, labour, T&P etc. complete
Soil mixed with single boulder with bazri
Soft rocks
Rate for variation in height of Intake well
For Increase in length
For Decrease in length
Rate for variation in length of Approach bridge of Intake well
For Increase in length
For Decrease in length
Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of API Pipes confirming to API 5L (X-42 grade), Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.
150mm dia and 7.10mm thick
65mm dia and 6.40mm thick
50mm dia and 4.80mm thick
Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, conforming to IS: 1387- 1967, IS 1978 – 1982 & IS 816: 1969 by welding (by 20 KVA Generator) Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.
150mm dia and 4.00mm thick
65mm dia and 4.00mm thick
Supply & Fixing of following size of CI/DF Sluice valve CI (IS-210 FG 200) rising system S.V. with stainless steel (IS 6603 12 Cr 12) stem & Gun metal (IS-318 LTB2) part,body design as per IS-14846-2000PN 1.00 ends flanged & drilled as per IS-1538 class 600 ASA including cartage of all materials up to site of works with all speciials & T&P complete required for proper completion of works.
150 mm dia high head Carbon Cast Steel as per API Class 150
150 mm dia high head Carbon Cast Steel as per API Class 600
150 mm dia Sluice valves (PN-1.60) as per I S 14846/2000
Supply of following size of Reflux Valve/ Swing Check Type as per BS 1868 for Clear Water Rising Main including cartage of materials.
150 mm dia high head Carbon Cast Steel as per API Class 150
150 mm dia high head Carbon Cast Steel as per API Class 600
Supply of following size of Air Valve as per IS 14845: 2000 including cartage of materials.
For Clear Water Rising Main 25 mm dia high head screwed Air Valves As required.
For Clear Water Rising Main 50 mm dia high head Double type Kinetic Air Valves As required.
Construction of following Valve chamber in R.C.C. 1:1.5:3 with necessary reinforcement along with fixing of manhole cover on top including supply of all materials, labour, T&P etc. complete required for proper completion of work.
Reflux Valve/ Sluice Valve Chamber (Size 2.0 m x 2.0 m)
Air Valve Chamber (Size 1.0 m x 1.0 m)
Construction of Anchor Block as per requirement at site in R.C.C. 1:2:4 with necessary reinforcement along the alignment of Raw water and Clear Water Rising Main including supply of all materials, labour, T&P etc. complete including cartage of materials
Construction of 2.00 m wide Bridle Path for treatment site, IPS-I &IPS-II site and for zonal CWR including cartage of materials such as Generator set,welding set ERW pipes to sites for laying etc for completion of work.
Construction of R.C.C. Break Pressure Tank of size (1.0 m x 1.0m x 1.0m) including supply of all materials,labour, T&P etc. complete.
Design, Drawing &Testing bearing capacity of soil and construction of R.C.C. (1:1.5:3) semi sunk Sump cum Clear Water Reservoir of following capacity in K.L. including supply of necessary scaffolding, shuttering and other accessories along with construction of valve chambers, fixing of inlet and outlet pipes, making bye pass arrangement & fixing of lightening conductor & M.S. Manhole, level indicator, supply and fixing of M.S. Steel Ladder outside and inside the tank and fixing of 3 rows railing around top dome as per approved design of R.C.C. tank in latest IS codes including colour washing with approved water proofing (apex) / enamal paint and also connection with the existing network along with carting of all materials including supply of all materials, labour, T&P etc. complete.
400.00 K.L at MPS
100.00 K.L at IPS I
120.00 K.L at IPS II
110.00 K.L Top reservoir
Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside & inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2
Providing and fixing of M.S. Bucket type chlorinator of 25 liter capacity at top of al service reservoirs including supply of all materials, labour, T&P etc. complete for proper completion of work.
Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.
G.I.Heavy Quality
25 mm dia
32 mm dia
50 mm dia
65 mm dia
80 mm dia
100 mm dia
G.I. Medium Quality
15mm dia
20 mm dia
25 mm dia
32 mm dia
40 mm dia
50 mm dia
65 mm dia
80 mm dia
100 mm dia
Woltex Woltman type Bulk water meter (upto 50 degree celcius tempreture) removable mechanism type, magnetically coupled having dry dial, hermetically sealed tantalizer including C.I.Strainer etc complete.
150mm dia
Electromagnetic flow meter in position
150mm dia
G.M. Gate Valve IS 778 Class - I
20 mm dia
25 mm dia
32 mm dia
40 mm dia
50 mm dia
65 mm dia
80 mm dia
Scour / Sluice valves (PN-1.6) as per I S 14846/2000
100 mm dia
Air valve (screwed)
20mm dia
Construction of 0.60m x 0.60m x 0.98m size Gate valve/ Air valve chamber as per type design in R R 1:6 along with fixing of manhole cover on top including supply of all materials, labour, T&P etc. complete required for proper completion of work.
Construction of 0.45m x 0.45m x 0.80m size Gate Valve Chamber as per type design in R R 1:6 along with fixing of manhole cover on top including supply of all materials, labour, T&P etc. complete required for proper completion of work.
Design, testing bearing capacity of soil & construction of Pump House as follows made up of Brick masonry with RCC roof at each pumping station i.e. MPS & IPS and other appurtenant works as per approved design & drawing, including all arrangements for installation of pump sets, supply and fixing of of MS beam/girder for lifting of pumps sets, proper arrangements of electrification work at inner and outer side, & supply and cartage of all materials, labour, T&P etc. complete.
Pump House (Size 8.0 m x 6.00 m x 5.00 m)
Design, testing bearing capacity of soil for construction of Staff Quarter of following type made up of Brick masonry with R.C.C. flat roof at each pumping station i.e. MPS, IPS and other appurtenant works as per approved design & drawing including proper arrangements of electrification work at inner and outer side, complete sanitory works as per requirements & supply of all materials, labour, T&P etc. complete.
Type I (Plinth Area – 43.00 Sqm)
Excavation in ordinary soil mixed with shingle, boulder requiring special T&P like pickaxe, crowbar etc. for foundation including lift upto 1.5 m. and Lead upto 30 m. Including refilling, watering, ramming of excavated earth into the trenches or space between the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth upto a distance of 60 m. from trenches.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone cu.m aggregate 40 mm nominal size).
Concrete with 4 Cm gauge stone ballast, local sand and cement in proportion of 1:2:4 in foundation and floors including supply of all materials, labour and T&P etc.required for proper completion of work.
R.R. Stone masonary with 1:6 cement and sand mortar including cartage and supply of all materials,labours,T&P etc. complete for proper completion of work.
R.R.Stone masonry laid in dry including cartage and supply of all materials,labours,T&P etc. required for proper completion of work.
20mm thick plaster with 1:6 cement and sand mortar for proper completion of work.
Providing 15mm dia FHTC (with providing an average 6.00m length of 15mm dia pipe for connection work) to the consumer as per norms of JJM including supply of all materials,labour, T&P etc. and excavation work complete.
R.C.C. in stabs, 1:1.5:3 with cement, coarse sand & 20 mm gauge stone ballast but excluding supply of reinforcement and its bending but including its fixing and binding the same with .5mm thick binding wire and including necessary centering and shuttering and including supply of all material, labour, T&P for proper completion of work.
Mild steel or iron work in plain work such as R.C.C. work wrought to required shape including supply of steel & its bending.
Centering and shuttering including strutting, propping etc. and removal of form work.
Supply and fixing at site M.H. Cover of following sizes
Construction of PCC drain along the apron and for disposal of sludge etc. complete including supply and cartage of all material.
Railling work with 50mm x 50mm x 6mm MS angle and 3 row of MS pipe of 32mmdia and 20mm dia pipe including supply and cartage of all materials, labour and T&P etc. complete for proper completion of work.
Construction of Boundary wall made up of Brick masonary 1.5 m height height as per approved design & drawing at MPS,IPS and Top CWR campus including supply of all materials, labour, T&P etc. complete including cartage of materials.
Supply and fixing of M.S .Iron Gate 3.60 m wide & 1.60 m height as per approved design & drawing including supply of all materials, labour, T&P etc. complete including cartage of materials.At MPS , IPS-I& II and reserviores
Supply of all material labour T&P and construction of cable trench from transformer to pump house at MPS, IPS-I & II
Expenditure on maintenance of civil work for 12 months after completion of work and complete successful testing of all pipe line works.
E&M section :- Raw water
Centrifugal pump set, discharge (Q) - 1500 LPM, Head - 50 Mtrs.
Motor for above pump.
Base Plate for above pump set.
Fully Automatic Auto Transformer Starter suitable for above motor (Oil cooled).
Control Panel suitable for above pumping plant.
50 mm² Al. conductor, armoured, 3.5 core XLPE cable of 1.1 KV grade
16 mm² Cu conductor 3 core submersible cable of 1.1 KV grade
Jointing material such as lugs, tape etc.
Double loop Earthing
100 Amp main switch for receiving power supply from meter board
Supply of main piping and valve comprising of the following.
200 mm dia C.I. D/F Sluice valve of Class PN 1.0 -2Nos
150 mm dia CS DF sluice valve Class 150 ASA -4Nos
150 mm dia C.S D/F Reflex valve of Class 150 ASA -3Nos
PIPE & FITTING -1Set
GAUGES(0-10Kg/cm²)
Tools
Supply of spare of starter (Contactor of required capacity-03 No,Over Load Relay-01 No,Timer-02No.)
Chain Pully Block 20 Mtrs. Lift, 2 tone capacity withTravelling arrangement and girder fitting.
Rubber resistance sheet (size-1mx2mx0.025m)
Fire Extinguiser (6 kg).
Installation
Commissioning
Testing
At works
At site
Painting
MAIN PUMPING STATION (MPS)
Centrifugal pump set, discharge (Q) - 1300 LPM, Head - 600 Mtrs
Motor for above pump.
Base Plate for above pump set.
Fully Automatic Auto Transformer Starter suitable for above motor (Oil cooled).
Control Panel suitable for above pumping plant.
400 mm² Al. conductor, armoured, 3.5 core XLPE cable of 1.1 KV grade
95 mm² Cu conductor 3 core submersible cable (Double Run) of 1.1 KV grade
Jointing material such as lugs, tape etc.
Double loop Earthing
1000 Amp main switch for receiving power supply from meter board
Supply of main piping and valve comprising of the following.
200 mm dia C.I D/F Sluice valve of Class PN 1.0- 2Nos
150 mm dia CS DF sluice valve Class 600 ASA- 4Nos
150 mm dia C.S D/F Reflex valve of Class 600 ASA-3Nos
PIPE & FITTING -1Set
GAUGES(0-100Kg/cm²)
Tools
Supply of spare of (Contactor of required capacity-03 No,Over Load Relay-01 No,Timer-02No.).
HOT gantry 5 Tonne With 8 meter span lift capacity with geared travelling trolly with two girder in the pump house.
Rubber resistance sheet (size-1mx2mx0.025m)
Fire Extinguiser (6 kg).
Installation
Commissioning
Testing
At works.
At site.
Painting
INTERMEDIATE PUMPING STATION-I ( IPS - 1)
Centrifugal pump set discharge (Q) - 1300 LPM, Head - 550 Mtrs
Motor for above pump.
Base Plate for above pump set.
Fully Automatic Auto Transformer Starter suitable for above motor (Oil cooled).
Control Panel suitable for above pumping plant.
400 mm² Al. conductor, armoured, 3.5 core XLPE cable of 1.1 KV grade
70 mm² Cu conductor 3 core submersible cable (Double Run ) of 1.1 KV grade
Jointing material such as lugs, tape etc.
Double loop Earthing
800 Amp main switch for receiving power supply from meter board
Supply of main piping and valve comprising of the following.
200 mm dia C.I D/F Sluice valve of Class PN 1.0- 2Nos.
150 mm dia CS DF sluice valve Class 600 ASA- 4Nos.
150 mm dia C.S D/F Reflex valve of Class 600 ASA-3Nos.
PIPE & FITTING-1Set.
GAUGES(0-100Kg/cm²)
Tools
Supply of spare of Starter (Contactor of required capacity-03 No,Over Load Relay-01 No,Timer-02No.)
HOT gantry 5 Tonne With 8 meter span capacity 4.5 meter lift capacity with geared travelling trolly with two girder in the pump house.
Rubber resistance sheet (size-1mx2mx0.025m)
Fire Extinguiser (6 kg).
Installation
Commissioning
Testing .
At works.
At site.
Painting
INTERMEDIATE PUMPING STATION-II ( IPS - II)
Centrifugal pump set discharge (Q) - 1200 LPM, Head - 535 Mtrs
Motor for above pump.
Base Plate for above pump set.
Fully Automatic Auto Transformer Starter suitable for above motor (Oil cooled).
Control Panel suitable for above pumping plant.
400 mm² Al. conductor, armoured, 3.5 core XLPE cable of 1.1 KV grade
70 mm² Cu conductor 3 core submersible cable (Double Run ) of 1.1 KV grade
Jointing material such as lugs, tape etc.
Double loop Earthing
800 Amp main switch for receiving power supply from meter board
Supply of main piping and valve comprising of the following.
200 mm dia C.I D/F Sluice valve of Class PN 1.0- 2Nos.
150 mm dia CS DF sluice valve Class 600 ASA- 4Nos.
150 mm dia C.S D/F Reflex valve of Class 600 ASA-3Nos.
PIPE & FITTING-1Set.
GAUGES(0-100Kg/cm²)
Tools
Supply of spare of Starter (Contactor of required capacity-03 No,Over Load Relay-01 No,Timer-02No.)
HOT gantry 5 Tonne With 8 meter span capacity 4.5 meter lift capacity with geared travelling trolly in the pump house.
Rubber resistance sheet (size-1mx2mx0.025m)
Fire Extinguiser (6 kg).
Installation
Commissioning
Testing .
At works.
At site.
Painting
Cost of Power transformer for 11 KV /.433 KV
At Main pumping station. The capacity of transformer 800 KVA.
At Intermediate pumping station-I,The capacity of transformer 630 KVA.
At Intermediate pumping station-II,The capacity of transformer 500 KVA.
Cost of supply of HT Panel with one no. Required VCB module for Incomer and two nos load break switch module for out going to transformer etc complete.
HT outdoor termination kit
HT Indoor termination kit
70 sq.mm Al. conductor 3 core PVC sheathed armoured HT cable
Cost of earthing of transformers at each stage including supply of material for required no of GI/ Copper earthing complete with supply of all material, labour and T&P required as per I.E rules.
Installation & testing of transformers
Cost of fencing of transformers at different stages upto.
Cartage of all transformer, H.T Panel, HT/LT cable and transformer oil etc upto site.
After testing & commissioning of scheme running & maintenance of scheme by running pumping plant for 16 hrs per day (for a period of 6 months or complete Distribution line testing of civil works which over later ) including supply of skilled O&M staff, account maintenance including supply of all materials, labour, T&P etc. complete but excluding electricity charges for pumping of water.
AUTOMATION WORKS
For Infiltration well’ M.P.S, I.P.S-I, IPS-II.
MASTER CONTROL STATION
Customized develop version of SCADA software development with unlimited Digital and Analog IO as specified
HP/COMPAQ or Master control station Hardware with latest configuration and Minimum PIV processor, 400 GB HDD, 2 GB RAM, 52 x CDR/DVD, 18.5” LCD/LED/Plasma screen, mouse and key board
Front end Processor at MCS
APC or eq. 0.5 KVA rating UPS
HP laser jet M1005 MFP printer
GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories.
Installation of MCS
GSM BASED REMOTE TERMINAL UNITS WITH Analog and Digital Parameter and features as specified to store and transmit data on GSM backbone to LMS(RTUs shells be integrated with the starter Panel)
GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories.
Energy meters suitable for automation
Valve actuator for 150 mm dia valve
Actuator Panels
Hard wired timer circuit for actuators
Pressure transmitter
Auto phase reversal unit -
For Raw Water (0-40 HP)
For MPS & IPS-I, IPS-II,(200-400 HP)
Isolation Transformer (440 V step down 220 V for protection of site automation)
Over voltage & under voltage trip protection (350 V- 450 V)
Electromagnetic insertion type flow meters for 150 mm size (for Raw water & MPS,IPS-I IPS-II, ) with local electronics(display and set point facility) and 4-20mA retransmission output to SCADA suitable for line size.
Cabling Work
Single cabling between RTU and field instruments, 2 Core x 1.5 PVC coated flexible screened cable
Control cable between RTU and field instruments/control panel
4C x 1.5 sq mm PVC coated flexible unscreened Cu cable
10C x 1.5 sq mm PVC coated flexible unscreened Cu cable
conduct pipe 1” PVC
conduct pipe 1½” PVC
Accessories like PVC flexible pipes, PVC bend, AC & DC relays with base, lugs etc.
Erection commissioning of all instruments and customization of software.
INTERNAL/EXTERNAL ELECTRIFICATION OF PUMP HOUSE DRY WELL,M.P.S, I.P.S-I I.P.S-II.
Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required.
Wiring for circuit/submain alongwith earth wire with the following size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required.
2x2.5 sq. mm + 1x2.5 sq. mm earth wire
2x4 sq. mm + 1x4 sq. mm earth wire
Supply and fixing of metal box of 180 mmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required.
Supply and fixing of 8 way double door S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/ RCCB/Isolator)
8 way double door
Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required.
Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required.
Supply and fixing of bulk head light Bajaj / Philips / equivalent make
Supply and fixing of 40 W LED tube light complete in all respect (Bajaj / Philips / Equivalent make)
Supply and fixing of 23 watt LED external lighting luminaires with mounting bracket etc. complete.
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