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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.2 LAccepted-Finance | ₹25.2 L | L1 | Accepted-Finance Bidder emerged as L1 |
| 2 | L2₹25.4 L+₹20,353 (0.81%)Rejected-Finance 0 DHANA TEJA BARARI DHANA TEJA MATHURA MATHURA UTTAR PRADESH 281005 | MATHURA | UTTAR PRADESH | 281005 | ₹25.4 L+₹20,353 (0.81%) | L2 | Rejected-Finance Bidder emerged as L2 |
| 3 | L3₹27.5 L+₹2.3 L (9.18%)Rejected-Finance | ₹27.5 L+₹2.3 L (9.18%) | L3 | Rejected-Finance Bidder emerged as L3 |
| 4 | L4₹35.0 L+₹9.8 L (38.8%)Rejected-Finance | ₹35.0 L+₹9.8 L (38.8%) | L4 | Rejected-Finance Bidder emerged as L4 |
| Sl No | Description | Qty | Unit | S.K. CONSTRUCTION L2 | FUTURE FORTUNE INFRASTRUCTURE PVT LTD L3 | B.M. ADISON PROJECTS L4 | M/S. B. G. ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Cleaning of Existing joints of various sizes on rigid pavement as specified below:-
1. Removing bitumenous material up to a depth of 40 mm to 50 mm.
2. Proper Cleaning of bitumenous material from sides up to a depth of 40 mm to 50 mm using petroleum material (i.e. thinner etc) and / or with joint cutting machine and / or burning stove and / or hot air blower as per site requirement.
3. Preparation of joint upto a depth of 40 mm to 50 mm in exactly rectangular size. | 25,650 | meter | 8 ₹2,05,200 Lowest | 15 ₹3,84,750 | 11.69 ₹2,99,848.5 | 30 ₹7,69,500 |
| 2.00 | Providing and laying in position polysulphide sealant of approved make conforming to BS-5212-1990 or IS 11433-1995, in expansion / Construction / dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of polysulphide and preparing the surface and applying masking tape along the edge of joints to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. complete as per direction of Engineer-in-Charge & particular specifications.[note : for purpose of payment, quantity (Length X Width X Depth) of sealant in cucm only will be measured.]
i) Various joints of sizes 25 mm to 10 mm wide and 10 mm deep over required dia. Closed-cell Polyethylene foam back-up rod | 16,71,300 | cum | 0.75 ₹12,53,475 | 0.9 ₹15,04,170 | 0.6 ₹10,02,780 | 0.14 ₹2,33,982 Lowest |
| 3.00 | Patch and Crack repair of PQC Pavement Blocks at joints using three Component solvent free Epoxy mortar conforming to ASTM C 395 – 01 (2012) & Specific gravity (2.00 approx at 20 o C DIN 53217) including cutting the treatment area in shape by mechanical means, cleaning and application with manpower. Patch should be cut in Geometric Shape and up to a depth of 2 inch as per requirement. Cracks shall be repaired by cutting 1 Inch on both sides of the crack and three inches in depth. Cut Area should be cleaned and dried after cutting and primed using a suitable primer. After priming Epoxy morter shall be filled in the cut area. | 7,81,000 | cum | 1.2 ₹9,37,200 | 0.9 ₹7,02,900 Lowest | 1.28 ₹9,99,680 | 1.84 ₹14,37,040 |
| 4.00 | Providing Ready mix Bituminous Compound (With Minimum 6% residual Bitumen and mineral aggregates (bag of 20kg each) with specified gradation) for Patch/Pot Hole repair of Flexible Pavements of make STP/Asmac or equivalent as per direction and satisfaction of Engineer-In-Charge. | 200 | bag | 725 ₹1,45,000 | 800 ₹1,60,000 | 5,985.38 ₹11,97,076 | 400 ₹80,000 Lowest |
Tender Value
₹35.1 L
EMD Value
₹1.1 L
Closing Date
17 Jun 2026, 6:00 pmClosed
Sh. Arup Hatibaruah, AGM(E-C)
O/o The RED, AGM(E-C), Old Building, G.Floor, RHQ, NER
Repair of damaged pavement joints with Polysulphide sealing compound after removal of damaged sealants, repair of joint cracks and small potholes on Runway, Taxiway, Apron and allied locations at Tezu Airport.
2026_AAI_277705_1
AAINERAGMEC/Tezu/JointRWY/2627
Open Tender
Civil Works
Item Rate
240 days
Tezu Airport
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹1.1 L
4 Aug 2026
16 May 2026
19 Jun 2026
16 May 2026
17 Jun 2026
16 May 2026
16 May 2026 - 10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cleaning of Existing joints of various sizes on rigid pavement as specified below:-
1. Removing bitumenous material up to a depth of 40 mm to 50 mm.
2. Proper Cleaning of bitumenous material from sides up to a depth of 40 mm to 50 mm using petroleum material (i.e. thinner etc) and / or with joint cutting machine and / or burning stove and / or hot air blower as per site requirement.
3. Preparation of joint upto a depth of 40 mm to 50 mm in exactly rectangular size. | 25,650 | meter | - | - |
| - | Providing and laying in position polysulphide sealant of approved make conforming to BS-5212-1990 or IS 11433-1995, in expansion / Construction / dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of polysulphide and preparing the surface and applying masking tape along the edge of joints to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. complete as per direction of Engineer-in-Charge & particular specifications.[note : for purpose of payment, quantity (Length X Width X Depth) of sealant in cucm only will be measured.]
i) Various joints of sizes 25 mm to 10 mm wide and 10 mm deep over required dia. Closed-cell Polyethylene foam back-up rod | 16,71,300 | cum | - | - |
| 3 | Patch and Crack repair of PQC Pavement Blocks at joints using three Component solvent free Epoxy mortar conforming to ASTM C 395 – 01 (2012) & Specific gravity (2.00 approx at 20 o C DIN 53217) including cutting the treatment area in shape by mechanical means, cleaning and application with manpower. Patch should be cut in Geometric Shape and up to a depth of 2 inch as per requirement. Cracks shall be repaired by cutting 1 Inch on both sides of the crack and three inches in depth. Cut Area should be cleaned and dried after cutting and primed using a suitable primer. After priming Epoxy morter shall be filled in the cut area. | 7,81,000 | cum | - | - |
| 4 | Providing Ready mix Bituminous Compound (With Minimum 6% residual Bitumen and mineral aggregates (bag of 20kg each) with specified gradation) for Patch/Pot Hole repair of Flexible Pavements of make STP/Asmac or equivalent as per direction and satisfaction of Engineer-In-Charge. | 200 | bag | - | - |
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