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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹93.8 L+₹6.7 L (7.64%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹95.9 L+₹8.7 L (10.0%)Admitted-Finance VILLAGE KAIRWAN KARANPUR PO RAJPUR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | L3 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹2.1 L
Closing Date
17 Mar 2020, 5:00 pmClosed
Executive Engineer
Maintenance Division, Uttarakhand Jal Sansthan, 130 Prakash Vihar, Haridwar Bypass Road, Dehradun
Strengthening and Extension of Pipe Line work at Bhogpur under Bhogpur Water Supply Scheme including supply of all material labourTandP etc complete
2020_UKJS_23048_1
5804/E_Nivida/2019-20dated 28-02-2020
Open Tender
Civil Works - Water Works
Item Wise
180 days
Dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Executive Engineer, Maintenance Division, Uttarakh
₹2.1 L
Dehradun
30 May 2020
4 Mar 2020
18 Mar 2020
4 Mar 2020
17 Mar 2020
4 Mar 2020
7 Mar 2020
Dismantling of Road
Dismantling of flexible pavements (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. Bituminous Courses
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. Cement Concrete.
Providing and laying C.C. pavement of mix M-20 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed boadr vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc, complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for seperately). (Note:- Cement content considered in this item is @ 330 kg/cum, Excess/less cement used as per design mix is payable recoverable seperately).)
EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH 2.01-Excavation in Pipe line Trenches Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering and ramming of excavated earth in to the trenches.
Excavation in soil mixed with shingle bouldres etc. requireing the use of specails T&P, if any, for pipe line trenches including lift up to 1.5Mand lead up to 30M with back filling, watering and ramming of Excavated earth in the trenches. (25% of Total Quantity)
Disposal of building rubbish/malba/similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50m initial lead, for all leads including all lifts involved.
HDPE pipe for water supply conforming to IS:4987-1995 Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, laying & Jointing of full lengths of HDPE pipes, completion of work with testing of pipe line including supply of Jointing materials. PE-100, Normal Pressure (PN)-10 in 10 kg/cm2 63mm DIAa pipe
75mm DIA pipe
90mm Dia pipe
110mm Dia pipe
Valves & Valve Chambers DI D/F Sluice Valves Conforming to IS:14846-2000 Kirloskar or equivalent): Pressure PN 1.6 a)65mm
Construting masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concerete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design: With common burnt clay F.P.S (non modular) bricks of class designation 7.5 for different types of valves. (SV= 8+PRV=2+Fire Hydrant=2=12)
Designing (aesthetically), Providing and construction high rate unconventional water Treatment plant i.e. simplified water treatmemt plant consisting of civil works, Mechanical and Electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structure in contact with chlorine and providing antitermite treatment to entire structure below ground level mechanical and electrical components of varoius sub works as given below, including necessary hydraulic testing, structural testing, equipments testing and trial run for period of 3 months etc complete as directed by Engineer-in- charge(turn-key job)
Provide all material, labour, T&P etc.and construct boundary wall 2.00 m height and iron grill over it, all round the tubewell & pump house.
Provide all material, labour, T&P etc.and construct 3.60 m wide Entrance Gate with wicket gate(1m wide), Gate Pillars for controlling approach to the areas.
Supply of all labour, material required for restoring of existing house connection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and direction of the Engineer-in- charge. 15 mm size water connections.
M/S Jairaj Khanka
SAKLA NAND LAKHERA
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