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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-AOC | ₹1.2 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹1.2 Cr+₹4.2 L (3.59%)Rejected-Finance | ₹1.2 Cr+₹4.2 L (3.59%) | 2 | Rejected-Finance L2 |
| 3 | 3₹1.2 Cr+₹5.7 L (4.93%)Rejected-Finance AMARAVATI COLONY HALDWANI | HALDWANI | UTTARAKHAND | ₹1.2 Cr+₹5.7 L (4.93%) | 3 | Rejected-Finance L3 |
| 4 | 4₹1.2 Cr+₹6.3 L (5.43%)Rejected-Finance | ₹1.2 Cr+₹6.3 L (5.43%) | 4 | Rejected-Finance L4 |
| 5 | 5₹1.3 Cr+₹14.4 L (12.4%)Rejected-Finance 104 DOON ROYAL APPARTMENTS SEWLA KALAN DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹1.3 Cr+₹14.4 L (12.4%) | 5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/s G S Mehra and Sons L3 | M/s S.P. Agarwal and Co. L5 | GRM Infrastructure (P) Ltd. L1 | JSB Enterprises L4 | ARMED AGENCIES L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00OVER HEAD TANK WORKS 300 Kl 23 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 | 30,50,000 ₹30,50,000 | 40,00,001 ₹40,00,001 | 40,25,000 ₹40,25,000 | 30,00,000 ₹30,00,000 Lowest | 45,50,000 ₹45,50,000 |
| 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) | 11 | M | 1,50,000 ₹16,50,000 | 1,80,001 ₹19,80,011 | 1,50,000 ₹16,50,000 | 1,10,000 ₹12,10,000 | 60,000 ₹6,60,000 Lowest |
| 1.03 | Construction of masonry type chamber for sluice value Size as per type design. | 3 | N0. | 14,500 ₹43,500 | 15,521 ₹46,563 | 13,500 ₹40,500 | 16,900 ₹50,700 | 13,000 ₹39,000 Lowest |
| 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) as per Design and Drawings, all complete. | 1 | Nos. | 4,35,000 ₹4,35,000 Lowest | 4,99,001 ₹4,99,001 | 4,35,000 ₹4,35,000 Lowest | 6,03,000 ₹6,03,000 | 6,50,000 ₹6,50,000 |
| 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 | 38 | Mt. | 2,500 ₹95,000 | 3,470 ₹1,31,860 | 2,450 ₹93,100 Lowest | 3,300 ₹1,25,400 | 2,625 ₹99,750 |
| 3.03Providing and laying D.I. double chambered restrained joints specials, class K-12 IS: 9523/2000 | ||||||||
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
23 Apr 2025, 5:00 pmClosed
Superintending Engineer, CC, UKPJN, US Nagar
Superintending Engineer, Construction Circle, Uttarakhand Peyjal Nigam, Udham Singh 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) and all other appurtenant works etc. complete as specified in BOQ
2025_MDPEY_81810_1
109 /Nivida/05 Dated 20-03-2025
Open Tender
Civil Works - Water Works
Item Rate
270 days
Rudrapur
AS PER SBD
2 documents required · 2 mandatory
₹5,900
Executive Engineer, CD, UPJN, Rudrapur
₹2.9 L
Executive Engineer, CD, UPJN, Rudrapur
20 Aug 2025
22 Mar 2025
25 Apr 2025
22 Mar 2025
23 Apr 2025
25 Mar 2025
24 Mar 2025
Amount
OVER HEAD TANK WORKS 300 Kl 23 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) 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.
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
House Service Connection
New Connection
TRIAL & TESTING
Six month Trial & Testing
ARMED AGENCIES (BID ID -376358)
M/s G S Mehra and Sons (BID ID -373914)
JSB Enterprises (BID ID -373940)
M/s S.P. Agarwal and Co. (BID ID -376636)
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