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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC VPO MAJOD TEHSIL HANSI DISTRICT HISAR 125049 HARYANA | HISAR | HISAR | HARYANA | 125049 | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.0 L+₹63,554 (5.15%)Rejected-Finance NO 18 BHARATHI STREET WEST GANDHI NAGAR AVADI CHENNAI 600 054 | CHENNAI | THIRUVALLUR | TAMIL NADU | 600054 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹13.8 L+₹1.4 L (11.3%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹14.7 L+₹2.4 L (19.2%)Rejected-Finance NO 17 PETER GNANA PRAKASAM NAGAR MARIYAMMAN KOVIL PO THANJAVUR 611501 | 611501 | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹18.9 L+₹6.6 L (53.3%)Rejected-Finance N0 15 ASHOK NAGAR MAIN ROAD MES ROAD 3RD CROSS STREET EAST TAMBARAM CHENNAI 600 059 | CHENGALPATTU | TAMIL NADU | 600059 | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | NITHYASRI AND CO L3 | M/s KM Marimuthu Achary L5 | M/S. SRI RAMANUJA CONSTRUCTIONS L4 | VIKAS INFRASTRUCTURE L1 | BKR Enterprises L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L in Repairs to damaged portion and edges of concrete of PQC slab by cutting the same by diamond cutter or any other suitable PQC slab cutter by cutting three sides of edges to shape 30 to 40mm deep and 40 to 50mm wide, trimming the surface and application of resin formulation in two stages as given below including preparation of surface complete all as specified and as directed.
(a) First Stage consist of application of a primer coat with epoxy resin of mix with formulation of 100 parts of Araldite GY 257 (depend 101 propane epichorihydrin) and 50 part of Hardner Hy 840 by weight.
(b) Second stage consist of application of epoxy resin mortar mix with the following formulations :-
(i) Araldite GY 257 -100 parts by weight.
(ii) Hardner Hy 840 - 50 parts by weight.
(iii) Quartz sand No.9 - 450 parts by weight. | 80 | RM | 1,100 ₹88,000 | 1,500 ₹1,20,000 | 1,210 ₹96,800 | 1,001 ₹80,080 | 300 ₹24,000 Lowest |
| 2.00 | M&L in Repairing the pot holes in PQC slab by cutting the existing concrete slab by machine to average depth of not excedding 40 mm and average width/lengh not exceeding 60 mm trimming the surface and application of resin formulation in two stages as given below including preparation of surface complete all as specified and as directed.
(a) First Stage consist of application of a primer coat with epoxy resin of mix with formulation of 100 parts of Araldite GY 257 (depend 101 propane epichorihydrin) and 50 part of Hardner Hy 840 by weight.
(b) Second stage consist of application of epoxy resin mortar mix with the following formulations :-
(i) Araldite GY 257 -100 parts by weight
(ii) Hardner Hy 840 - 50 parts by weight.
(iii) Quartz sand No.9 - 450 parts by weight. | 600 | Each Job | 100 ₹60,000 Lowest | 300 ₹1,80,000 | 100 ₹60,000 Lowest | 100 ₹60,000 Lowest | 500 ₹3,00,000 |
| 3.00 | M&L for neatly cutting the cracks on flexible/Rigid pavements by diamond cutter including cleaning the cracks by brushing with wire brushes for removing caked mud etc and removing loose dirt, debris etc. using air blower and providing "RUNPHALT" bitumen tubing/rope, elastomeric, liqufiable, self levelling sealent of dia 12.7 mm dia by inserting the same into the cleaned cracks by suitable means and subsequently melting it using heating processs/torching it contunisouly (without removing the plastic wraps) untill it liquifies and fills in the voids of cracks fully upto the pavement surface, complete all as per manufacuter's insrtructions and all as specified and as directed. | 500 | RM | 300 ₹1,50,000 | 600 ₹3,00,000 | 250 ₹1,25,000 | 201 ₹1,00,500 Lowest | 500 ₹2,50,000 |
| 4.00 | M&L for Removing the existing damaged filled sealing compound including polyethylene rod in Construction/Dummy joints by raking out using mechanical mode of operation and cleaning of Construction/Dummy joints of concrete pavement free from dust applying masking tape on edge of joint to prevent accidental spillage of sealant on top surfaces to give a neat and fine finish of the sealant, provision of polyethylene backup rod 8 to 10 mm dia in construction/dummy joint and sealed with COLPOR 200 polyurethane based sealing compound confirming to BS 5212 1990 o & BS -4254 and EN-141875-2003 or equivalent of approved colour after application of suitable primer and removing the masking tape after the sealant filling etc complete for construction / dummy joint 6mm to 8mm wide all as specified and as per manufacturers instructions all as specified and as directed. | 351 | 10Rm | 1,400 ₹4,91,400 | 1,600 ₹5,61,600 | 1,550 ₹5,44,050 | 1,270 ₹4,45,770 | 1,140 ₹4,00,140 Lowest |
| 5.00 | M&L for Removing the existing damaged filled sealing compound including polyethylene rod in expansion joints by raking out using mechanical mode of operation and cleaning of expansion joints of concrete pavement free from dust applying masking tape on edge of joint to prevent accidental spillage of sealant on top surfaces to give a neat finish to the sealant, provision of polyethylene backup rod 30mm to 45mm dia in expansion joint and sealed with COLPOR 200 polyurethane based sealing compound confirming to BS 5212 1990 o & BS -4254 and EN-141875-2003 or equivalent of approved colour after application of suitable primer and removing the masking tape after the sealant filling etc complete for expansion joint 25mm to 40mm wide all as specified and as per manufacturers instructions all as specified and as directed. | 244 | 10Rm | 2,400 ₹5,85,600 | 3,000 ₹7,32,000 | 2,650 ₹6,46,600 | 2,249 ₹5,48,756 | 1,330 ₹3,24,520 Lowest |
| 6.00Notes for all items :- (a)All the works are to be carried out in Air force airfield operational area. (b) The Contractor should ensure that all the old unwanted articles be cleaned as the work proceeds without awaiting for instructions from the users and MES reps and the FOD spreaded over the main runway to be cleaned simultaneously and clearance in this rergard shall be obtained from respective ATC authorities. (d) In emergency and operational requirements, the Contractor shall provide maximum man power, tools and plants as necessitated by the user and as directed by the Engr In Charge. SITE FOR EXECUTION OF WORK (a) Tenderer shall note that work shall be executed at Runway/Air field and the site for execution of work will be made available to contractor on Saturday, Sunday, Holidays and non operational days or when site will made available by GE/ Engineer-in Charge after consultation of users, due to constant operational commitment at Station. The contractor will have to arrange his working programme accordingly. No claim whatsover, for not giving the entire site, on award of work and giving the site gradually will be entertained.The contractor shall consider this aspect while quoting his rates. | ||||||||
Tender Value
Refer Docs
EMD Value
₹36,000
Closing Date
28 Jul 2025, 6:00 pmClosed
Garrison Engineer Air Force Thanjavur
Garrison Engineer Air Force Thanjavur
REPAIRS TO JOINT FILLING CRACK FILLING AND POT HOLES INSIDE RUNWAY AROUND SU-30 COMPLEX AT AFS THANJAVUR
2025_MES_717668_1
8214/E8
Open Tender
Civil Works
Item Rate
180 days
GE AF THANJAVUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Garrison Engineer Air Force
₹36,000
Yes
18 Sept 2025
30 Jun 2025
29 Jul 2025
30 Jun 2025
28 Jul 2025
15 Jul 2025
Amount
M&L in Repairs to damaged portion and edges of concrete of PQC slab by cutting the same by diamond cutter or any other suitable PQC slab cutter by cutting three sides of edges to shape 30 to 40mm deep and 40 to 50mm wide, trimming the surface and application of resin formulation in two stages as given below including preparation of surface complete all as specified and as directed. (a) First Stage consist of application of a primer coat with epoxy resin of mix with formulation of 100 parts of Araldite GY 257 (depend 101 propane epichorihydrin) and 50 part of Hardner Hy 840 by weight. (b) Second stage consist of application of epoxy resin mortar mix with the following formulations :- (i) Araldite GY 257 -100 parts by weight. (ii) Hardner Hy 840 - 50 parts by weight. (iii) Quartz sand No.9 - 450 parts by weight.
M&L in Repairing the pot holes in PQC slab by cutting the existing concrete slab by machine to average depth of not excedding 40 mm and average width/lengh not exceeding 60 mm trimming the surface and application of resin formulation in two stages as given below including preparation of surface complete all as specified and as directed. (a) First Stage consist of application of a primer coat with epoxy resin of mix with formulation of 100 parts of Araldite GY 257 (depend 101 propane epichorihydrin) and 50 part of Hardner Hy 840 by weight. (b) Second stage consist of application of epoxy resin mortar mix with the following formulations :- (i) Araldite GY 257 -100 parts by weight (ii) Hardner Hy 840 - 50 parts by weight. (iii) Quartz sand No.9 - 450 parts by weight.
M&L for neatly cutting the cracks on flexible/Rigid pavements by diamond cutter including cleaning the cracks by brushing with wire brushes for removing caked mud etc and removing loose dirt, debris etc. using air blower and providing "RUNPHALT" bitumen tubing/rope, elastomeric, liqufiable, self levelling sealent of dia 12.7 mm dia by inserting the same into the cleaned cracks by suitable means and subsequently melting it using heating processs/torching it contunisouly (without removing the plastic wraps) untill it liquifies and fills in the voids of cracks fully upto the pavement surface, complete all as per manufacuter's insrtructions and all as specified and as directed.
M&L for Removing the existing damaged filled sealing compound including polyethylene rod in Construction/Dummy joints by raking out using mechanical mode of operation and cleaning of Construction/Dummy joints of concrete pavement free from dust applying masking tape on edge of joint to prevent accidental spillage of sealant on top surfaces to give a neat and fine finish of the sealant, provision of polyethylene backup rod 8 to 10 mm dia in construction/dummy joint and sealed with COLPOR 200 polyurethane based sealing compound confirming to BS 5212 1990 o & BS -4254 and EN-141875-2003 or equivalent of approved colour after application of suitable primer and removing the masking tape after the sealant filling etc complete for construction / dummy joint 6mm to 8mm wide all as specified and as per manufacturers instructions all as specified and as directed.
M&L for Removing the existing damaged filled sealing compound including polyethylene rod in expansion joints by raking out using mechanical mode of operation and cleaning of expansion joints of concrete pavement free from dust applying masking tape on edge of joint to prevent accidental spillage of sealant on top surfaces to give a neat finish to the sealant, provision of polyethylene backup rod 30mm to 45mm dia in expansion joint and sealed with COLPOR 200 polyurethane based sealing compound confirming to BS 5212 1990 o & BS -4254 and EN-141875-2003 or equivalent of approved colour after application of suitable primer and removing the masking tape after the sealant filling etc complete for expansion joint 25mm to 40mm wide all as specified and as per manufacturers instructions all as specified and as directed.
Notes for all items :- (a)All the works are to be carried out in Air force airfield operational area. (b) The Contractor should ensure that all the old unwanted articles be cleaned as the work proceeds without awaiting for instructions from the users and MES reps and the FOD spreaded over the main runway to be cleaned simultaneously and clearance in this rergard shall be obtained from respective ATC authorities. (d) In emergency and operational requirements, the Contractor shall provide maximum man power, tools and plants as necessitated by the user and as directed by the Engr In Charge. SITE FOR EXECUTION OF WORK (a) Tenderer shall note that work shall be executed at Runway/Air field and the site for execution of work will be made available to contractor on Saturday, Sunday, Holidays and non operational days or when site will made available by GE/ Engineer-in Charge after consultation of users, due to constant operational commitment at Station. The contractor will have to arrange his working programme accordingly. No claim whatsover, for not giving the entire site, on award of work and giving the site gradually will be entertained.The contractor shall consider this aspect while quoting his rates.
BKR Enterprises (BID ID -3374893)
NITHYASRI AND CO (BID ID -3363950)
M/S. SRI RAMANUJA CONSTRUCTIONS (BID ID -3374141)
M/s KM Marimuthu Achary (BID ID -3365088)
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