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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.1 LAccepted-AOC | L-1 | Accepted-AOC L1- | |
| 2 | L-2₹15.0 L+₹85,830 (6.09%)Rejected-Finance G 2 AASTHA APARTMENT 763 RANI SATI NAGAR LANE NO 6 JANPATH AJMER ROAD JAIPUR 302019 | JAIPUR | RAJASTHAN | 302019 | L-2 | Rejected-Finance HIGH RATE | |
| 3 | Rejected-Technical | - | Rejected-Technical reject |
Tender Value
₹20.0 L
EMD Value
₹39,960
Closing Date
8 Aug 2023, 6:00 pmClosed
ASSTT.GEN. MGR.(E-C)
M.P. AIRPORT, UDAIPUR
Repairs of cracks on old apron at M.P. Airport, Udaipur
2023_AAI_155703_1
AAI/UDR/AGM(E-C/W-135/23-24
Open Tender
Civil Works
Item Rate
90 days
M.P. AIRPORT
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹39,960
1 Mar 2024
11 Jul 2023
10 Aug 2023
11 Jul 2023
8 Aug 2023
11 Jul 2023
11 Jul 2023 - 18 Jul 2023
Amount
Supplying of packed Elastomeric concrete compund (Flex-O-Patch of choksey chemicals/Delpatch of D.S Brown or equivalent approved make) at site. The one pack of 10 kg Elastomeric concrete shall consist of 3 kg hardner 1.5 kg base & 5.5 kg of sand & fibre powder. As per satisfaction & direction of Engineer-incharge
Supplying of primer of Choksey make or equivalent of approved make for Flexopatch Elastomeric concrete compund at site. As per satisfaction & direction of Engineer-incharge
Repairing of damaged portion of rigid pavement with Elastomeric concrete compound (Flex-O-Patch of Choksey chemicals/ Delpatch of D.S Brown or equivalent) after marking, cutting, chipping the pavement up to required size by using mechanical chippers, side locking on the vertical face, cleaning the prepared area by sand blasting with medium grit sand, masking and pouring the compound, finishing & texturing complete as per manufacturer specifications and the direction of EIC with required machines & tools. (Note: The rate quoted shall be exclusive of cost of material)
Cleaning of existing expansion joints and providing & filing with polysulphide joint sealing compound (confirming to grade BS:5212- 1990 or IS 11433-1995) of Dr. Fixit or equivalent including painting the side of slab with approved primer (Primer RDL-942 or equivalent) and filling the groove 25 mm or more in width as per actual joint width status at site x 45mm deep ( inculding of backer rod depth) including inserting the back up rod of Supreme or equivalent aproved make of appropriate dia (minimum 30mm or more as per actual joint width status at site) of approved make to receive the specified sealing compound, providing and applying bond breaking tape on top edges of joint to prevent accidental spillage of sealant on top surface and to give a neat finish to the sealant has been applied and tooled, all complete as per specification and direction of EIC. (Note: The rate quoted shall be inclusive of cost of Primer RDL-942 & sealing compound)
Cleaning of existing expansion joints and providing & filing with polysulphide joint sealing compound (confirming to grade BS:5212- 1990 or IS 11433-1995) of Dr. Fixit or equivalent including painting the side of slab with approved primer (Primer RDL-942 or equivalent) and filling the groove 10 mm or more in width as per actual joint width status at site x 25mm deep ( inculding of backer rod depth) including inserting the back up rod of Supreme or equivalent aproved make of appropriate dia (minimum 12mm or more as per actual joint width status at site) of approved make to receive the specified sealing compound, providing and applying bond breaking tape on top edges of joint to prevent accidental spillage of sealant on top surface and to give a neat finish to the sealant has been applied and tooled, all complete as per specification and direction of EIC. (Note: The rate quoted shall be inclusive of cost of Primer RDL-942 & sealing compound)
Supply of SW-CRETE T-02 or equivalent high performance thin layer rapid repair compound. Material should be self flowing having compressive strength after 2 hours. 20 MPA after 01 day - 30 MPA after 28 days 50 MPA. Pull strength after 28 days - 1.0 MPA (Minimum) expansion rate 0.10% (Maximum) curing time should be 2 hours to accept traffic as per specifications and Direction of Engineer-in-Charge.
Laying of SW-CRETE T-02 or equivalent high performance thin layer rapid repair compound. Material should be self-flowing having compressive strength 2 hrs.-20MPA, 1 day - 30 MPA, 28 days - 50MPA, pull strength after - 28 days-2.0 MPA, (minimum) Expansion Rate-0.1% (maximum) . Rate inclusive of milling the old surface area for required depth and matching with the existing profile, cleaning with compressed air, high pressure water jet cleaning, mixing of SW-CRETE -T02 in machine, pouring, finishing, texturing,curing all complete to accept traffic within 2 hrs. as per specifications and directions of Engineer-in-Charge. (Note: The rate quoted shall be exclusive of cost of SW CRETE- T02 material)
Supply of SW-CRETE T-01 or equivalent high performance fast setting repair compound for full depth, distress and other distress in pavement concrete with graded aggregates. Material should be self-flowing having compressive strength 4 hrs.-20MPA, 1 day - 40 MPA, 28 days - 50MPA, pull strength after - 28 days-2.0 MPA, (minimum) Expansion Rate-0.1% (maximum) should accept traffic within Three hours as per specifications and directions of Engineer-in-Charge
Laying of SW-CRETE T-01 or equivalent high performance fast setting repair compound for full depth, distress and other distress in pavement concrete with graded aggregates. Material should be self-flowing having compressive strength 4 hrs.-20MPA, 1 day - 40 MPA, 28 days - 50MPA, pull strength after - 28 days-2.0 MPA, (minimum) Expansion Rate-0.1% (maximum) . Rate inclusive of marking, cutting the old concrete, chiseling for required width & depth, compressed air cleaning, high pressure air/ water jet cleaning, mixing of Swcrete-T01 with aggregates 20mm & 10mm in machine, pouring, finishing texturing cutting the joints, etc. all complete to accept traffic in 3 hrs. after pouring as per specifications and directions of Engineer-in-Charge. Note: a) The rate quoted shall be exclusive of cost of SW CRETE- T02 material. b) The rate quoted shall be inclusive of cost of graded aggregates of 10mm ( and below) and 20mm.
VINAYAK TECHNICO
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