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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.7 CrAccepted-AOC | ₹2.7 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹2.8 Cr+₹10.6 L (3.91%)Rejected-Finance 104 DOON ROYAL APPARTMENTS SEWLA KALAN DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹2.8 Cr+₹10.6 L (3.91%) | 2 | Rejected-Finance L2 |
| 3 | 3₹2.9 Cr+₹13.8 L (5.07%)Rejected-Finance | ₹2.9 Cr+₹13.8 L (5.07%) | 3 | Rejected-Finance L3 |
| 4 | 4₹2.9 Cr+₹19.8 L (7.26%)Rejected-Finance C 62 SHATABDI NAGAR ALIGARH 202001 UTTAR PRADESH | ALIGARH | ALIGARH | UTTAR PRADESH | 202001 | ₹2.9 Cr+₹19.8 L (7.26%) | 4 | Rejected-Finance L4 |
| 5 | 5₹3.2 Cr+₹47.7 L (17.5%)Rejected-Finance | ₹3.2 Cr+₹47.7 L (17.5%) | 5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/s S.P. Agarwal and Co. L2 | M/s Kashmirilal Constructions Pvt. Ltd. L6 | GRM Infrastructure (P) Ltd. L1 | ms mohd usman L5 | RAMA COSTRUCTION L3 | BRIJ MOHAN CONTRACTOR L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00OVER HEAD TANK WORKS 300 Kl 21 m. Staging | |||||||||
| 1.01 | Design and Construction of RCC O.H.T of 300 Kl capacity (in Kiloliters) and 12 m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mm dia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow 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 pipe, ladder M.S M.H. cover , ventilator column 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 staging 12.00 meter | 1 | Job | 40,00,001 ₹40,00,001 | 59,00,000 ₹59,00,000 | 45,20,000 ₹45,20,000 | 1,00,00,000 ₹1,00,00,000 | 40,00,000 ₹40,00,000 | 38,00,000 ₹38,00,000 Lowest |
| 1.02 | Additional rates for staging per meter height beyond 12 m height including cost of all material, labour, shuttering, scaffolding T&P complete for following capacity Over Head Tank. (Extra 11 M. Height) | 9 | Mt. | 1,90,000 ₹17,10,000 | 50,000 ₹4,50,000 | 1,88,000 ₹16,92,000 | 40,000 ₹3,60,000 Lowest | 1,50,000 ₹13,50,000 | 1,75,000 ₹15,75,000 |
| 1.03 | Construction of masonry type chamber for sluice value Size as per type design. | 3 | N0. | 16,101 ₹48,303 | 16,500 ₹49,500 | 22,000 ₹66,000 | 25,000 ₹75,000 | 12,000 ₹36,000 Lowest | 16,000 ₹48,000 |
| 2.00PUMP HOUSE | |||||||||
| 2.01 | Supply of all Materials, Labours, T&P etc.and Construct a Pump House With Size (3.50 m x 3.50m) Along with Attendant room with size (4.30m x3.0m) w.c.as per Design and Drawings, all complete. | 1 | Nos. | 9,00,001 ₹9,00,001 | 8,00,000 ₹8,00,000 | 8,95,000 ₹8,95,000 | 8,00,000 ₹8,00,000 | 8,50,000 ₹8,50,000 | 7,20,000 ₹7,20,000 Lowest |
| 3.00RISING MAIN | |||||||||
| 3.01P/L Double Chambered Ductile lion Pipes Restrained Joint of class K-9 with true to alignment & Jointing of full lenth including supply of packing confirming to IS:5382-1985 with testing of pipe line complete. | |||||||||
| 3.02 | 150 mm dia | 33 | Mt. | 3,601 ₹1,18,833 | 2,300 ₹75,900 Lowest | 2,750 ₹90,750 | 3,490 ₹1,15,170 | 3,000 ₹99,000 | 3,250 ₹1,07,250 |
| 3.03Providing and laying D.I. double chambered restrained joints specials, class K-12 IS: 9523/2000 | |||||||||
Tender Value
₹3.5 Cr
EMD Value
₹7.2 L
Closing Date
26 Apr 2025, 5:00 pmClosed
Superintending Engineer, CC, UKPJN, US Nagar
Office of the Superintending Engineer, Construction Circle, Uttarakhand Peyjal Nigam, US Nagar.
Design and Construction of works consisting of Supplying, carting, laying and jointing of Rising Main (DI Pipe), Over Head Tank, Pump House, Distribution system (DI Pipe, K-7), Tubewell and all other appurtenant works etc. complete
2025_MDPEY_82323_2
126 /Nivida/ 07 Dated 28-03-2025
Open Tender
Civil Works - Water Works
Item Rate
270 days
Gadarpur
As per SBD
2 documents required · 2 mandatory
₹5,900
Executive Engineer, CD, UPJN, Rudrapur
₹7.2 L
Office of the Executive Engineer,CD,UPJN, Rudrapur
20 Aug 2025
11 Apr 2025
29 Apr 2025
11 Apr 2025
26 Apr 2025
16 Apr 2025
15 Apr 2025
Amount
OVER HEAD TANK WORKS 300 Kl 21 m. Staging
Design and Construction of RCC O.H.T of 300 Kl capacity (in Kiloliters) and 12 m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mm dia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow 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 pipe, ladder M.S M.H. cover , ventilator column 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 staging 12.00 meter
Additional rates for staging per meter height beyond 12 m height including cost of all material, labour, shuttering, scaffolding T&P complete for following capacity Over Head Tank. (Extra 11 M. Height)
Construction of masonry type chamber for sluice value Size as per type design.
PUMP HOUSE
Supply of all Materials, Labours, T&P etc.and Construct a Pump House With Size (3.50 m x 3.50m) Along with Attendant room with size (4.30m x3.0m) w.c.as per Design and Drawings, all complete.
RISING MAIN
P/L Double Chambered Ductile lion Pipes Restrained Joint of class K-9 with true to alignment & Jointing of full lenth including supply of packing confirming to IS:5382-1985 with testing of pipe line complete.
150 mm dia
Providing and laying D.I. double chambered restrained joints specials, class K-12 IS: 9523/2000
150 mm dia
90 degree
Excavation of earth for pipe line in soil mixed with shingle, bajri, and boulder strate lift up to 1.5 m. lead up to 30 m including reffiling, watering, remaining Itf excavated earth into the trenches and removal of suplus earth up to a distance of 60m from trenches including supply of labour T&P etc all complete.
150 mm dia
Constructing masonry chamber 120X120X100cm inside, in brick work in cement mortar 1:4 for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix i/c necessary excavtion, foundation concrete 1:5:10 and inside plastering with cement mortar 1:3 12mm thick, finished with a floating coat of neat cement complete as per standard design :-with FPS bricks
Constructing masonry chamber 60X60X75cm inside, in brick work in cement mortar 1:4 for Air valve =/ Fire Hydrant, with C.I. surface box 350X350mm top, 165mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix i/c necessary excavtion, foundation concrete 1:5:10 and inside plastering with cement mortar 1:3 12mm thick, finished with a floating coat of neat cement complete as per standard design :-with common burnt FPS bricks(non modular) bricks of class designation 7.5
DISTRIBUTION SYSTEM WORKS
Providing ofall materials, Carting from site store to site of work Lowering into trenches with true to alignment, Laying $ Jointing of full lenth S&S Centrifugally Cast (Spun) Ductile lron Pipes including supply of EPDM' ruber gaskets confirming to IS: 5382-1985 testing of pipe line complete. D.I. PIPE CONFORMING TO IS:8329/2000 D.I.Pipe S&S K-7
Providing and laying D.I. specials of class K-12 @ 5% of pipe weight.
Dismantling and reinstatement of following type of road surface for laying of pipeline including sorting out of servicable materials and disposal of unservicable materials
C.C. Road
Excavation of earth for pipe line in soil mixed with shingle, bajri, and boulder strate lift up to 1.5 m. lead up to 30 m including reffiling, watering, remaining Itf excavated earth into the trenches and removal of suplus earth up to a distance of 60m from trenches including supply of labour T&P etc all complete.
Disposal of Road rubbish/malba/earth/similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by ngineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Providing and Fixing D.I. D/F Sluice Valves confirming to IS: 14846-2000 in position including all material labourer, T&P etc complete. PN 16
P/F Fire Hydrant Valve Confirming to IS:5290 (Flanged) in position including all material, labourer, T&P etc complete
Constructing masonry chamber 90X90X100cm inside, in brick work in cement mortar 1:4 for sluice valve, with C.I. surface box 1oomm top diameter, 160mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix i/c necessary excavtion, foundation concrete 1:5:10 and inside plastering with cement mortar 1:3 12mm thick, finished with a floating coat of neat cement complete as per standard design :-with common burnt FPS bricks(non modular) bricks of class designation 7.5
Constructing masonry chamber 120X120X100cm inside, in brick work in cement mortar 1:4 for sluice valve, with C.I. surface box 1oomm top diameter, 160mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix i/c necessary excavtion, foundation concrete 1:5:10 and inside plastering with cement mortar 1:3 12mm thick, finished with a floating coat of neat cement complete as per standard design :-with FPS bricks
Constructing masonry chamber60X60X75cm inside, in brick work in cement mortar 1:4 for air valve/ fire hydrant with C.I. surface box 350x350mm top 165mm deepwith chain lid and RCC top slab 1:1.5:3 mix i/c necessary excavtion, foundation concrete 1:5:10 and inside plastering with cement mortar 1:3 12mm thick, finished with a floating coat of neat cement complete as per standard design :-with FPS bricks( non modular) bricks of class designation 7.5
House Service Connection
New Connection
BOUNDARY WALL AND GATE
Supply of all labour, materials, and T&P etc. and construct boundary wall at proposed water works site as per Approved Design and Drawings, Provided by the Department.
Supply of all labour, materials, and T&P etc and privide 3.6 m wide M.S. gate with pillars as per departmental type design, at proposed water works site.
Supplying and filling in plinth with sand including watering, ramming, consolidating and dressing complete in proposed water works.
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
AMR Domestic Meter with a facilty of walk-By/Drive -By Method
Supply of Horizontal Interential MultiJet Type AMR/AMI Waterby/Drive By facility, having Brass/Bronze body material, having certification compliance with IS-779 1994 or ISO 4064:2025 with valid CE mark mentoning notified body number. Company should have MID (Module D & Module B) certification and ISO 27001 & ISO 17025 certification from a recognized International Laboratory and having copper can with 5 mm thickness mineral glass fo antitamper and IP 68 protection class, suitable against antifraud attempts, Thread End process connection. The meter shall have facility communicate and store hourly/daily water consumption and shall also be able to data management software. OEM must have local R&D centre in India along with 5 years standard warranty.
Inserting and fixing water meters or fittings such as stop cocks, wheel valves etc. In the exising G.I. Pipe lines indluding cuting and rhreading pipe and making long thread etc. Coplete. But excluding cost of all materials. Upto 25 mm size (Labour cost only)
Supply of Cloud (SaaS) based intergrated web based meter data management system & unified dashboard with following minimum system requirement upto metered end points:a. Meter Data Collection on secured MQTT protocols for Radio Frequency or any third party fixed network. b. Meter Reading and Route Management facility c. Display Water balance of each water supply zone/DMAs individually or complete region d. Report meters with No reads / Zero consumption and abnormal consumption trend in tabular / geospatial view e. Report Generation facility. f. Able to report device based alarms.
Hand held device
Annual charges for support and data management
Polypropylene Water Meter Box-Black of size (293 mm x 242 mm x 175 mm)
TRIAL & TESTING
Six month Trial & Testing
Construction of 1No. 300mm dia, 200Mt. deep Tubewell. (1 Nos Tubewell)
Transportation of Rig machine, compressor O.P. unit, T & P and other equipments up to site & back transportation after completion of work. -
Installation of Rig machine, Camp equipage after site clearance.
Drilling 600mm dia size final bore from G.L. to 200.00 MBGL Including arrangemt of water, feeding of pea-gravel & collection of strata sample in box.
Geophysical logging of bore well,
Preparing and Lowering of 300mm dia plain/slotted pipe (socketed) tube well assembly from GL to 200MBGL
Dismantling of Rig machine after completion of work. Fitting of girder, clamp and well cap with site clearance
Supply & lowering of Tubewell assembly.
300mm dia mini 8.0 mm thick M.S.E.R.W. pipe.
300mm dia mini 8.0 mm thick M.S.E.R.W. Slotted pipe.
200x100mm size M.S Girder 4Mt. Long for T.W. assembly.
300mm dia Bail plug with hook.
M.S. heavy duty D.E clamp suitable for 300mm dia.
300mm dia well cap.
Supply and shrouding of Pea-Gravel 2.00 to 4.00 mm upto 200Mt.MBGL
Supply and Fixing of Artizen Tee 300 X 200 X 300 3Mts long
Development of Tubewell by 350 PSI/1100CFM air comperssor.
Development by Air compressor including erection of Air compressor unit and dismantling after work as per specification.
Development of Tubewell by O.P. unit of suitable capacity.
Development by O.P unit to get sand free discharge of 1250 LPM including erection of O.P. Unit and dismantling after work as per specification.
Geohydrologgical survey of site
Chemical & Bacteriological Test of water
S.I.T.C. of Submersible Pumping Plant with Accessories for 4 Nos. Proposed Tubewell
Supply of Submersible pump and motor set: 1000 L.P.M. discharge at 75 mts. NEH.
Supply of Submersible pump and motor set: 1000 L.P.M. discharge at 75 mts. NEH. as spare.
Supply of Fully automatic Air cooled Auto-Transformer Starter cum panel of 30HP as per spacification
Supply of Main piping and valves as per specification and site Requirment
Supply of of 16 sq.mm. 3 core Copper conductor P.V.C. insulated submersible cable
Supply of 100 KVA automatic voltage regulator (compact) servo controlled stabilizer with accessories as per specification and site Requirment
Supply of chain pulley 5 tonne capacity with 4.5mt.lift .
Supplyl of Electronic type liquid chlorine dosing system
Supply of Chlorine Testing Kit
Supplyl of Liquid Chlorine (50 Kg Cane)
Supply of Gauges as per specification
Supply of Earthing materials as per specification and site Requirment
Supply of Rubber Insulation sheet 1mt. x 2mt.x 0.025 mtr.
Supply of 160 Amp. TPN Main Switch
Tools and Spanners –
supply and fixing of 3.5core 50 sq.mm al. armourd cable
Installation, commissioning and Testing of all pumping plant & Accessoriees complete
Internal & External Electrification of pump house for Proposed Tubewell
One Month Trial Running & Five month Maintenance including watch & ward.
Automation of pumping plant
Intelligent GSM based Mini Remote Terminal Units/PLC with analog and digital parameters and features as Specified mini T.W. and transmit data on GSM backbone. GSM based wireless Communication system capable to transfer and gather data from remote sites to master Control Stations (Voltage, current, Power factor, pumping running Hour etc.) with 6 Amp Automatic Voltage stabilizer including high and low cut and isolation transformer.
Level trandmitter 0-10 meter ultrasonic
Electromagnetic Insertion type Flow meters for line sizes 150mm
Cables
(i) 4 core 2.5 sq. mm
PVC conduit pipe
Auto phase reversal unit 0-30 H.P
Erection testing and commissioning and modification of starter AC and DC relays and necessary wiring complete inculding installation of Mini RTU Level Transmeter Flow meter etc. complete in all respect.
M/s S.P. Agarwal and Co. (BID ID -377240)
RAMA COSTRUCTION (BID ID -377318)
BRIJ MOHAN CONTRACTOR (BID ID -377491)
ms mohd usman (BID ID -377316)
M/s Kashmirilal Constructions Pvt. Ltd. (BID ID -377472)
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