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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹36.0 L+₹1.0 L (2.87%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹42.8 L+₹7.9 L (22.5%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹44.9 L+₹9.9 L (28.4%)Rejected-Finance | L4 | Rejected-Finance NOT LOWEST | |
| 5 | L5₹45.5 L+₹10.5 L (30.0%)Rejected-Finance | L5 | Rejected-Finance NOT LOWEST |
Tender Value
₹48.5 L
EMD Value
₹97,100
Closing Date
1 Oct 2024, 6:00 pmClosed
GE (AF) PALAM
GE (AF) PALAM DELHI CANTT-10
SPECIAL REPAIR TO PU FLOORING OF HANGERS AT AF STN PALAM UNDER GE (AF) PALAM, DELHI CANTT-10
2024_MES_670375_1
8024/A/T-40/E8
Open Tender
Civil Works
Item Rate
180 days
GE (AF) PALAM DELHI CANTT
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) PALAM
₹97,100
Yes
23 Nov 2024
2 Sept 2024
8 Oct 2024
2 Sept 2024
1 Oct 2024
17 Sept 2024
Amount
M&L for complete removal and cleaning of Expansion joints of width 25-30 mm & depth 50 mm by cutting and using mechanical equipment to remove loose dust, dirt or grease & repair to joints by applying suitable primer, inserting the backup rod of dia 30 mm, fixing masking tape of neoprine & sealing the joint with Polyurethane sealent to match with the existing colour and surface to give neat finish properly to obtain an even and smoth surface complete including removal the unserviceable materials from site to outside MOD land complete all as specified and as directed by Engineer-in-Charge. [Make:- (a) Backup rod:- STP or Supreme. (b) Joint Sealant:- STP, SIKA, Fosroc, Choksey & Primer of same make]
M&L for providing and laying self leveling elasto-meric concrete in any depth and any width as required for repair to cracks, corner spawling, pot holes, damaged edges of construction/dummy/expansion joints of cement concrete pavement/ slabs of Runway/ Taxi-track as required and finishing by means of trowels and flats alongwith application of a coat of special primer for elastomeric concrete after preparation of surface by removal of all loose material by disc cutter or by chiselling and cleaning by using air blower including all consumable materials, tools, labour etc including removal of all the spoils/ loose materials from site to outside MoD land complete all as specified and as directed by Engr-in-Charge. [Make:-SIKA, Fosroc, Choksey]
M&L for preparation of existing concrete surfaces and applying 5mm thick epoxy polyurethane system including cleaning of surface from dust, dirt, moisture & all foreign materials from the floor. All floors to be cleared by means of scrubber. Acid itching shall be done to the floor followed by alkaline wash & then the surface shall be cleaned by potable water wash. After that the floor shall be cleaned by using solvent/degrease cleaner to remove residues for floor cleaning all mechanized equipment shall be used like scrubber, sanders, hot blowers, vaccum cleaners, moisture test machine complete all as specified and as directed by Engr-in-Charge. Note:- Screed, Primer & Top coat shall be measured and paid separately under subsequent items of BOQ.
M&L for epoxy based self leveling screed having a minimum thickness of 3800 microns. The self leveling screed shall consist of a low viscous epoxy-amine cured system and graded aggregates. The epoxy system shall have a volumetric ratio of mixing of resin in (2:1) ratio. The aggregates shall be added in the ratio of (1:3) or (1:3:5). The screed shall have compressive strength of minimum 70 N/Sqmm. The layer shall be desecrated by spike roller to dislodge air pocket etc complete all as specified andd as directed by Engineer-in-Charge. [Make:-SIKA, Fosroc, Choksey]
M&L for applying primer of two component, solvent-free, epoxy-polymido amine system having a volumetric ratio of mixing of (2:1). Mixing resin and hardener by weight shall not be allowed. The primer shall be applied @ coverage of 5 Sqm per litre, yielding a DFT of 200 microns. [Make:-SIKA, Fosroc, Choksey]
M&L for applying EPU based self levelling top coat. The top coat shall be of EPU type where urethane linkages are infused in to epoxy matrix, so as to enhance wear resistance, flexibility and impact resistance. EPU top coat shall have a volumetric ratio of mixing of (2:1). No filler or aggregates are added in the top coat at the site, as the addition of fillers will reduce the flexibility. It should yield a thickness of 1000 microns. The volumetric mixing ratio will be (2:1). The compressive strength of the top coat shall be in the range of 60-70 MPa, Tensile strength will be 15-20 MPa, Elongation in the range of 45-50% and flexural strength in the range of 40-50 MPa. Top coat wear resistance (weight loss)/ Abraission Resistance<37 mg, complete all as specified and as directed by Engineer-in-Charge. [Make:-SIKA, Fosroc,Choksey]
M/S Aquarius Construction (BID ID -3123931)
High Tech Metal India (BID ID -3099978)
VIJAY KUMAR GUPTA (BID ID -3111283)
Shiv Shankar Nirman Co. (BID ID -3110230)
M/S RK Builders (BID ID -3103490)
SHEELSONS ENTERPRISES (BID ID -3110967)
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