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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-Finance | ₹1.1 Cr | L1 | Accepted-Finance Overall lowest basis |
| 2 | L2₹1.2 Cr+₹6.5 L (5.71%)Rejected-Finance | ₹1.2 Cr+₹6.5 L (5.71%) | L2 | Rejected-Finance L2 not accepted |
| 3 | L3₹1.4 Cr+₹24.4 L (21.3%)Rejected-Finance BAJRANG BHAVAN BEHIND OLD UCO BANK BUILDING GT ROAD PANIPAT PANIPAT HARYANA 132103 | PANIPAT | HARYANA | 132103 | ₹1.4 Cr+₹24.4 L (21.3%) | L3 | Rejected-Finance L3 not accepted |
| 4 | L4₹2.0 Cr+₹84.8 L (74.0%)Rejected-Finance B 13 2ND FLOOR SUBHASH CHOWK VIKAS MARG LAXMI NAGAR EAST DELHI DELHI 110092 | EAST DELHI | DELHI | 110092 | ₹2.0 Cr+₹84.8 L (74.0%) | L4 | Rejected-Finance OVERALL L4 |
| 5 | Rejected-Technical 606 ABHIJEET BUILDING I MITHAKHALI SIX ROAD NR ELLISBRIDGE AHMEDABAD GUJARAT 380001 | AHMADABAD | GUJARAT | 380001 | - | - | Rejected-Technical Not fulfilling the requirement of eligibility criteria so not found eligible |
Tender Value
₹1.2 Cr
EMD Value
₹1 L
Closing Date
2 Jul 2024, 10:00 amClosed
DGM MECH AND CIVIL
NFL PANIPAT
Renovation of Bagging Plant floor of PJD 109 Hopper floor loading platform
2024_NFL_198544_2
NFL/PT/CIVIL/821
Open Tender
Coal Works
Works
547 days
NFL GOHANA ROAD PANIPAT
5 documents required · 5 mandatory
₹0
₹1 L
17 Jan 2025
25 Jun 2024
3 Jul 2024
25 Jun 2024
2 Jul 2024
25 Jun 2024
25 Jun 2024 - 1 Jul 2024
Amount
Provinding and Supplying the following materials for Repair of Anticorrosive treatment at various locations in plant area including cost of materials, transportation of materials from source of supply to site of work at NFL Panipat, loading, unloading, octroi, royality, sales tax, excise tax, insurance,or any other tax / expenditure, & everheads for bringing and supplying the materials at site of work complete :-
Araldite GY - 250 / B-11
Hardener HY - 830 / K-41
Hardener HY - 840 / K-46
Hardener HY - 850 / K-42
Quartz Sand grade mix No. 10
Epoxy painting with Araldite and Hardners on Concrete /Plastered surfaces of Various structures at Horizontal / Vertical locations at heights and depths with all necessary tools & plants , scaffolding /staging, and as per enclosed Technical Specifications and special conditions of the contract consisting of following formulations. (Note- Rates for item -1 include Labor cost with tools & Tackels, Scafolding etc. All Material will be provided by NFL)
One Coat - Araldite GY-250 : Hardner HY - 830 : Hardner HY - 850 =100 PBW : 45 PBW : 15 PBW ( PBW = Parts By Weight)
Two Coat-Ist Coat - Primer-Araldite GY-250 : Hardner HY - 840 =100 PBW : 50 PBW : ( PBW = Parts By Weight)-II nd Coat - Painting -Araldite GY-250 : Hardner HY - 830 : Hardner HY - 850 =100 PBW : 45 PBW : 15 PBW ( PBW = Parts By Weight)
Repairing the damaged concrete / plastered /other surfaces withprimer followed by epoxy Mortar / putty prepared by mixing Araldite,Hardners, Quartz sand, in the areas of Urea Plant, Prill Tower, DMPlant, Bagging Plant or any Plant & at Horizontal / Vertical locationsat all heights and depths with all necessary Useful tools scafolding /staging for safe and proper execution of work as per instruction ofEngineer-in-Charge.(Payment for cost of Araldite, Hardeners and Quartz sand shall bemade for separately vide item No. 1 of Material Part)Araldite GY-250 : Hardner HY - 830 : Hardner HY - 850 :Quartz Sand No. 10100 PBW : 45 PBW :15 PBW : 800 PBW (PBW = Parts By Weight)
Laying 5 mm average thickness ( i.e 3mm to 7 mm thick) epoxy screeding with Araldite and Hardners on Concrete / Plastered / metalic surfaces in the areas of Bagging Plant or Urea Plant or any other location as per requirment on Floors, walls, ceilings etc. at Horizontal / Vertical / Inverted surface at all heights and depths with all necessary Tools and Tackels, scafolding / staging as per enclosed Technical Specifications and special conditions of the contract and as per following formulations. (Note- Rates for item -3 include Labor cost with tools & Tackels, Scafolding etc. All Material will be provided by NFL) Primer Coat : Araldite GY- 250 : Hardner HY - 840 = 100 PBW : 50 PBW : (PBW = Parts By Weight), Screeding : Araldite GY-250 : Hardner HY - 830 : Hardner HY - 850 : Quartz Sand No. 10 100 PBW : 45 PBW : 15 PBW : 800 PBW ( PBW = Parts By Weight), Final Coat: Araldite GY-250 : Hardner HY- 830 : Hardner HY - 850 = 100 PBW : 45 PBW : 15 PBW ( PBW = Parts By Weight)
Dismantling of existing damaged Epoxy screeding / plaster from the Concrete / Plastered / surfaces of various structure at Horizontal / Vertical locations at all height sand depths, preparing the areas to receive fresh treatment, with all necessary tools & plants , scafolding / staging,including collection of dismentalled materials and disposal of the same in disposal yards located within Factory area as per enclosed Technica Specifications and special conditions of the contract.
Providing and laying Acid Resistant Tile on Floor / Walls / Ceiling / Drains / Dado or at any required location in NFL plant area by using 300 mm x 300 mm or 100 mm x 200 mm or any other available size with minimum thickness of 18 mm Acid Resistant Tile Class-1 conforming to IS: 4457 with one priming Coat of epoxy primer with 6 mm or more thick bed of epoxy quartz mortar to make proper slope and painting of joints with solvent free epoxy paint as per enclosed technical specifications. The rate shall include for surface prepration, Providing & Fixing Tile with Epoxy mortar and disposal of debris to dump yard in factory area. (Note- Rates for item -5 include Material cost + Labor cost. All Material & Labor for Item no-5 i.e- Acid Resistant Tile, Epoxy, Quartz Sand etc Shall be arrange by Contractor )
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Providing and Laying Position Cement Concrete of Specified Grade excluding cost of Centering & Shuttering: 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate)
Brick Work with Common Burnt clay FPS (Non Modular) Bricks of Class Designation 7.5 in super structure or below plinth level in all size, shape and dimension as per requirment. Cement mortar 1:6 (1 Cement : 6 Coarse Sand)
12 mm Cement Plaster mix 1 :6 (1 Cement : 6 Fine Sand)
ZEE TECH
M/S R K GARG CONTRACTOR
ARIEN NEW DELHI PRIVATE LIMITED
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