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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance PLOT NO 17 SECTOR 11 I I E SIDCUL HARIDWAR UTTARAKHAND 249403 | HARIDWAR | UTTARAKHAND | 249403 | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹9.4 L (6.91%)Admitted-Finance 24 MISSION COMPOUND AJMER ROAD JAIPUR 302001 RAJ | JAIPUR | JAIPUR | RAJASTHAN | 302001 | ₹1.5 Cr+₹9.4 L (6.91%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 Cr+₹13.2 L (9.71%)Admitted-Finance | ₹1.5 Cr+₹13.2 L (9.71%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | SIMPLEX CONTROL EQUIPMENTS CO. L1 | sheetal enterprises L3 | M/s GCKC Projects and Works Pvt Ltd L2 |
|---|---|---|---|---|---|---|
| 1.00Rates for CONSTRUCTION OF PUMP HOUSE, ACB PANEL & SCADA SYSTEM AT MOUNT ROSE PUMPING STATION | ||||||
| 1.01 | EARTH WORK- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 226.55 | Cum | 49,841 ₹58,812.38 Lowest | 54,372 ₹64,158.96 | 55,504.75 ₹65,495.61 |
| 1.02 | FILLING IN FOUNDATION- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 163.9 | Cum | 27,043.5 ₹31,911.33 Lowest | 29,502 ₹34,812.36 | 30,321.5 ₹35,779.37 |
| 1.03 | SOIL TREATMENT-Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: | 146.31 | Sqm | 36,577.5 ₹43,161.45 Lowest | 40,235.25 ₹47,477.6 | 39,503.7 ₹46,614.37 |
| 1.04 | SAND FILLING -Supplying and filling in plinth with gola sand under floors, including watering, ramming, consolidating and dressing complete. | 29.09 | Cum | 49,453 ₹58,354.54 Lowest | 54,398.3 ₹64,189.99 | 53,816.5 ₹63,503.47 |
| 1.05 | P.C.C- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 38.37 | Cum | 2,18,709 ₹2,58,076.62 Lowest | 2,40,579.9 ₹2,83,884.28 | 2,41,731 ₹2,85,242.58 |
| 1.06 | D.P.C- Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 16.59 | Sqm | 5,640.6 ₹6,655.91 | 4,645.2 ₹5,481.34 Lowest | 4,811.1 ₹5,677.1 |
| 1.07 | PLINTH PROTECTION-Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 24 | Sqm | 15,120 ₹17,841.6 Lowest | 16,800 ₹19,824 | 16,560 ₹19,540.8 |
| 1.08 | REINFORCED CEMENT CONCRETE- Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
All works upto plinth level | 29.63 | Cum | 2,37,040 ₹2,79,707.2 Lowest | 2,60,744 ₹3,07,677.92 | 2,66,670 ₹3,14,670.6 |
| 1.09 | All works above plinth level upto floor V level | 26.31 | Cum | 2,18,373 ₹2,57,680.14 Lowest | 2,42,052 ₹2,85,621.36 | 2,44,683 ₹2,88,725.94 |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
6 Feb 2024, 4:00 pmClosed
EE UJS Mussoorie
Executive Engineer Uttarakhand Jal Sansthan Mussoorie
CONSTRUCTION OF PUMP HOUSE, ACB PANEL and SCADA SYSTEM AT MOUNT ROSE PUMPING STATION
2024_UKJS_68036_2
1468/E-Nivida/2023-24 dated 12.01.2024
Open Tender
Civil Works - Water Works
Item Wise
90 days
Mussoorie
please refer to tender documents
2 documents required · 2 mandatory
₹4,720
EE UJS mussoorie
₹2.7 L
SE office
14 Feb 2024
22 Jan 2024
6 Feb 2024
22 Jan 2024
6 Feb 2024
22 Jan 2024
27 Jan 2024
Rates for CONSTRUCTION OF PUMP HOUSE, ACB PANEL & SCADA SYSTEM AT MOUNT ROSE PUMPING STATION
EARTH WORK- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
FILLING IN FOUNDATION- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
SOIL TREATMENT-Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
SAND FILLING -Supplying and filling in plinth with gola sand under floors, including watering, ramming, consolidating and dressing complete.
P.C.C- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
D.P.C- Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).
PLINTH PROTECTION-Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
REINFORCED CEMENT CONCRETE- Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level
All works above plinth level upto floor V level
STEEL-Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars
CENTRING & SHUTTRING-Centering and shuttering including strutting, propping etc. and removal ofform for : Foundations, footings, bases of columns, etc. for mass concrete
Columns, Pillars, Piers, Abutments, Posts and Struts
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Suspended floors, roofs, landings, balconies and access platform
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
BRICK WORK IN FOUNDATION- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
BRICK WORK IN SUPER STRUCTURE- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
HALF BRICK WORK- Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)
BARS IN HALF BRICK- Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
STEEL & WOOD WORK- Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile C Fixing with adjustable lugs with split end tail to each jamb
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
SLIDING DOOR BOLT-Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm
HANDLES- Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
TOWER BOLTS- Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyedto required colour or shade, with necessary screws etc. complete : 250x10 mm
DOOR STOPPER- Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Single rubber stopper
FLY PROOF- Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides
GLASS PANES- Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes
FLOORING - Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 20 mm thick cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 500x500 mm
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
PLASTER & FINISHING- 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete..
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). White sand stone - 30mm thick gang saw cut stone
Random rubble masonry with cement mortar (1:6).
SITC Of LT ACB Power Distribution Panel & SCADA Compatible Motor Starters At Mount Rose
IEC 61439-1&2 certified AC Power Distribution Panel comprising of following: 1) 01 no. Incomer ACB Triple pole manual draw out type with over current, short circuit & earth fault tripping of rating 1200AMP. 50KA with communicable Power meter, Current transformers, Auxiliary relays, etc. 2) 03 nos. outgoing feeders comprising of MCCB Triple pole Motor Protection duty of rating of 630Amp. 50KA with communicable Power meter, Current transformers, Auxiliary relays, etc.
SITC of IEC 61439-1&2 certified SCADA compatible Motor Starter Panel with Microprocessor based Motor protection relay, Communicable power meter, Isolation transformer, Power surge arrestor, Auxiliary relays etc. suitable for 200HP Squirrel cage motor
SITC of Power cable for LT Power distribution panel to Motor starters of size 3C* 240Sq.mm unarmoured Aluminium conductor
Providing of Earth mats for Pumping stations
Field Instruments at Mount Rose Pumping Station
Supply & Installation of Electromagnetic type flow meter 24V DC auxiliary supply operated with 4-20mA output & Rs.485 communication port suitable for line size of 250MM & line pressure of 20kg/cm2
Supply & Installation of Ultrasonic level Sensors with Remote Digital Display unit having Retransmission output signal for SCADA communication for Water Level of Tanks of following sizes & integration with SCADA of 10MTRS
Supply & Installation of Pressure Sensors with Remote Digital Display unit having Retransmission output signal for SCADA communication for Pump head pressure monitoring with surge protection & needle valve etc. & integration with SCADA of 0-25kg/cm2
Supply & Installation of Turbidity sensor incl. flow block module with Sensor measuring module for free chlorine with flow regulating valve, Non return valve, Flow tube for sample water inclusive of all accessories complete in all respects & integration in SCADA software.
Supply & Installation of TDS sensor incl. flow block module with Sensor measuring module for free chlorine with flow regulating valve, Non return valve, Flow tube for sample water inclusive of all accessories complete in all respects & integration in SCADA software.
SITC of 3-phase Motorised valve Actuator with separate control unit & appropriate bracket / mounting arrangement including two nos. limit switches for open and closed condition, Valve positioner & control signals and splash proof enclosure etc. complete in all respects for 200mm pipeline & 20kg/cm2 pressure
SITC of Control cable set with conduiting, jointing, laying, ducting, cable tray etc. for above package
SITC of Instrumentation cable set with conduiting, jointing, laying, ducting, cable tray etc. for above package
SITC of Instrumentation grade earthing
Master Control Station at E.E. Office Mussoorie
Master control station at EE OFFICE, MUSSORIE-Customised Water pumping scheme management SCADA software with development of HMI screens as required for monitoring, Report generation, Alarm management, for Master control station at Mussoorie capable to monitor & control all pumping schemes of Mussoorie & integrate with existing web server based LMS SCADA software at UJS Head office
Master control station hardware comprising of following: 1) PC server station comprising of 01 no. workstation & 01 no. operating station with 27” monitors 2) UPS for 4 hrs. backup power 3) High speed Fiber internet connection with Router suitable for SCADA software
Local monitoring stations AT UJS HEAD OFFICE, DEHRADUN- Customisation of existing web server-based SCADA software for Local Central station installed at UJS Head office at Dehradun to integrate data & development of screens for SCADA operation of Moun rose water pumping station of Mussoorie water supply scheme
Supply, Installation Testing& Commissioning of 5-ton Mechanical chain pulley block with hoist including I beam girder.
Supply, installation, testing & commissioning of 5.0 ton mechanical chain pulley block with hoist system including M.S I–section girder including all labor, material, cartage of material, fixing etc. proper work including SITC complete in all respect or as per direction of engineer incharge. SITC of 5.0 ton mechanical chain pulley block with hoist system for Mount rose Pump station.
Making Of M.S.E.R.W Pipe Barrel For Pumping Main Header & Distribution Feeder Main Header In Mount rose Pumping Station & C.W.R.
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depthPWD SOR 2021-22 MORD :- 11-1-1-1
Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)PWD SOR 2021-22 MORT&H :- 2-6
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 (Hand mixing) PWD SOR 2021-22 MORD :- 11-4-1-2
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 (Hand mixed) PWD SOR 2021-22 MORD :- 11-4-3-2
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20 For nominal mix 1:2:4 (Hand mixed) Height upto 5m PWD SOR 2021-22 MORD :- 13-1-1-2-A
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 PWD SOR 2021-22 MORD :- 13-3
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In 1:4 cement mortar SOR - MORD item No.:- 12-4-3-2
Repairing /Laying of following size pipe line with Welding of Pipe joints including supply of welding rods, diesel, hiring of 20 K.W generetor. Welding machine, labour, T&P etc complete. Also carting of above upto site.Carting laying & jointing of Following size of G.I pipe , labour, T&P etc complete. (as per rate analysis) Nominal Bore 300mm OD 323.90mm, 5.2mm Thick
Nominal Bore 250mm OD 273.10 mm, 5.2mm Thick
Nominal Bore 200 mm OD 219.10 mm, 5.2mm Thick
Nominal Bore 150mm OD 168.30 mm, 5.2mm Thick
Nominal Bore 125 mm OD 141.30 mm, 5.2mm Thick
Nominal Bore 100 mm OD 114.30 mm, 5.2 mm Thick
Cartage of M.S.E.R.W. & G.I.Pipe From Dehradun Centre Store to Mussoorie Store by Truck/ Jeep Including Loading & Unloading
Cartage of M.S.E.R.W. & G.I.Pipe From Mussoorie Store to Site Store by Truck/ Jeep Including Loading & Unloading
Supply & Installation Of Automatic Water Level Controller Cum Water Indicator For C.W.R. & Pumping Station Tank Under Mussoorie Water Supply Scheme
Supply & Installation Of Water Level Controller Cum Water Indicator Including Sensor With Its Holding Arrangement & Cable
Supply & Installation Of Solar Panel With Fixing Parts.
Supply Of D.I. Sluice Valve for Mount rose ,Gunhill & Survey tank
Providing & fixing D.I. D/F Sluice Valve Conforming to IS : 14846 2000 in position including all material , laboure T&P etc complete PN 16 U.J.N item No. 48.15 to 48.21 200 mm
M/s GCKC Projects and Works Pvt Ltd
sheetal enterprises
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