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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-AOC COLLEGE ROAD CHABUA PO CHABUA DIST DIBRUGARH ASSAM 786184 | DIBRUGARH | ASSAM | 786184 | ₹11.8 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹12.0 L+₹24,139.50 (2.05%)Rejected-Finance 1389 RADHETENAMENT SOCIETY SARDAR ROAD SURENDRANAGAR SURENDRA NAGAR GUJARAT 363001 | SURENDRANAGAR | GUJARAT | 363001 | ₹12.0 L+₹24,139.50 (2.05%) | L2 | Rejected-Finance HIGHER THAN L1 BIDDER |
| 3 | L3₹12.6 L+₹77,166.50 (6.54%)Rejected-Finance 16 BAITHAKKHANA ROAD 16 BAITHAKKHANA ROAD SEALDAH BAITHAKKHANA ROAD SEALDAH BAITHAKKHANA ROAD SEALDAH KOLKATA | ₹12.6 L+₹77,166.50 (6.54%) | L3 | Rejected-Finance HIGHER THAN L1 BIDDER |
| 4 | L4₹14.5 L+₹2.7 L (22.6%)Rejected-Finance AT MAIN ROAD DANDAI PO PS DANDAI DIST GARHWA | LATEHAR | JHARKHAND | 822112 | ₹14.5 L+₹2.7 L (22.6%) | L4 | Rejected-Finance HIGHER THAN L1 BIDDER |
Tender Value
₹14.3 L
EMD Value
₹28,600
Closing Date
24 Mar 2020, 6:00 pmClosed
MAJ VAIBHAV UPASNI
GE 872 EWS C/o 99 APO
PROVN OF AUGMENTATION OF WATER SUPPLY PIPE LINE BY INTERCONNECTION WATER TREATMENT PLANT OF KLP TO EXISTING PUMP HOUSE No. 2 AT RAYANG MIL STN UNDER GE 872 EWS (8770/T-70/E8)
2020_MES_329596_1
8770/T-70/E8
Open Tender
Civil Works
Item Rate
122 days
RAYANG
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE 872 EWS
₹28,600
Yes
11 Jul 2020
28 Feb 2020
25 Mar 2020
28 Feb 2020
24 Mar 2020
12 Mar 2020
28 Feb 2020 - 5 Mar 2020
Amount
Excavating in Trenches, not exc. 1.50 Metre Wide and Depth not exc. 1.50 Metre for Laying of Pipe Line, etc., Forming Surfaces to required Foundation, etc. and getting out as in Soft/Loose Soil, complete all as specified and as directed.
Returning, Filling in including Spreading, Levelling, Watering, Well Ramming in Layers not exc. 25 Cm, Providing Heaps along the Route of the Water Pipe Line with Surplus Soil in Soft/Loose Soil, complete all as specified and as directed.
M&L Boring Holes under Road, Pavement, Hardstanding by Trenchless Technology using Ultra Sound Technique and necessary Machines including HDPE Pipes 100mm dia suitable for 0.4 MPS Working Pressure for laying of Water Tubing, complete all as specified and as directed.
Supply & laying Ductile Iron Pipe 100mm bore (dia), Spigot & Socketed, Type K-9 including all Specials/ Fittings and jointed, laid in Trenches and Testing after laid, complete as all specified and as directed.
M&L Cast Iron/ Ductile Iron Pipes Fittings such as Bends (any type, radius and angle) Tapers any type, (Straight, Bend, Increasing, Decreasing or Double Socket, etc.) Tee Pieces Single Branch, ‘Y’ Junction, Double Branch, Cross (all Sockets or Socket and Spigot) Collars, Caps and Plugs upto 150mm bore (dia), complete all as specified and as directed.
M&L Flanged Pipe Joints with 3.0/6.0mm thick Rubber Gasket including Provision of suitable size Mild Steel Bolts, Nuts and Washers (Double) for 16 No. Hole suitable for Flanged Pipe 100mm bore (dia) and Testing, complete all as specified and as directed.
M&L Rubber Gasket Joint with 3.0/6.0mm thick suitable for Pipe 100mm bore (dia) and Testing, complete all as specified and as directed.
M&L Mild Steel Flange 20mm thick with 20/16 Hole to match the existing Pipe 100mm bore (dia) and Testing, complete all as specified and as directed.
M&L Cutting existing Cast Iron/ Ductile Iron Water Mains 100mm bore (dia) in Position for Taking out Branch Connections with Tee of size 100x100mm, complete all as specified and as directed.
M&L Cast Iron Sluice Valve 100mm bore (dia), Flanged both Ends, ISI Marked (IS:14846-2000, Class PN 1.6), Long Body type having Cast Iron Hand Wheel, Brass Spindle, Cheek Nuts and Sliding Gate and Body with Mild Steel Bolts & Nuts, complete all as specified and as directed.
M&L RCC Staging 2'x2' with Plateform upto 8.0 Metre Height, suitable for Pipe 100mm bore (dia) Support, Steping including necessary Excavation in Soil (any type), Returning/ Filling in, Spread and Levelled in layers not exc. 15 Cm thick and Well Rammed to a True surface, complete all as specified and as directed.
M&L Construction Brick Masonry Valve Chamber of Size 100x100x90 Cm (Internal Dimension of Chamber) with Cement Concrete 1:4:8 (40mm graded stone aggregate) 100mm thick in Foundation, One Brick thick Brick Walls in Cement Mortar 1:4, Rendering 15mm thick on Brick Walls in Cement Mortar 1:4 and all Internal Surfaces except PCC Foundation Bed, Externally upto 150mm below Normal Ground Level, providing Mild Steel Valve Chamber Cover 2.0mm thick with Hinges, Handle and Locking Arrangements with Mild Steel Angle Iron Frame 40x40x5.0mm on Top of Valve Chamber, Angle Iron Frame embedded in Cement Concrete 1:2:4 (20mm graded stone aggregate) 100mm thick including applying Two Coats of Black Synthetic Enamel Paint over a coat of Red Oxide Zinc Chrome Primer after necessary preparation to all Steel Surfaces Painting, all necessary Earth Work i.e. Excavation in any type of Soil, Returning, Filling in and Removal of Surplus Soil to a distance not exc. 50.00 Metre, complete all as specified and as directed.
M/S S. P. ENTERPRISE
M/s HALDER ENTERPRISE
ms singh construction
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