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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAccepted-AOC NO 17 PETER GNANA PRAKASAM NAGAR MARIYAMMAN KOVIL PO THANJAVUR 611501 | 611501 | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.8 L+₹1.5 L (14.6%)Rejected-Finance VPO MAJOD TEHSIL HANSI DISTRICT HISAR 125049 HARYANA | HISAR | HISAR | HARYANA | 125049 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹12.4 L+₹2.1 L (20.7%)Rejected-Finance | L3 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | NITHYASRI AND CO L3 | M/S. SRI RAMANUJA CONSTRUCTIONS L1 | VIKAS INFRASTRUCTURE L2 |
|---|---|---|---|---|---|---|
| 1.00 | M&L applying one coat of white wash in walls / concrete pavement surface of run way/ Air Field area including preparation of old surfaces using wire brush to remove old flaky / loose peel of material of any description complete all as specified and as directed.
Note:- White wash shall be carried out at an interval as directed by the Engineer -in-charge at runway 07 & 25 Ends and frequency of each coat shall be paid separately. | 7,000 | Sqm | 14 ₹98,000 | 8 ₹56,000 Lowest | 20.7 ₹1,44,900 |
| 2.00 | Demolition of concrete in ground floors n.exc 150mm thickness and (below or above ground level) complete all as specified and as directed. | 14 | Cum | 1,100 ₹15,400 | 1,000 ₹14,000 | 250 ₹3,500 Lowest |
| 3.00 | M&L plain cement concrete 1:4:8, type D2 (using 40 mm size stone graded aggregate) in edges of Runway for 100mm thick complete all as specified and as directed. | 100 | Sqm | 500 ₹50,000 | 700 ₹70,000 | 450 ₹45,000 Lowest |
| 4.00 | M&L plain cement concrete 1:2:4, type B1 (using 20 mm size graded stone aggregate) in edges of Runway for 40mm thick finishing cement concrete surface even and smooth without using extra cement complete all as specified and as directed. | 100 | Sqm | 300 ₹30,000 Lowest | 650 ₹65,000 | 425 ₹42,500 |
| 5.00 | M&L in repairs forming Construction joint 30mm deep x 10mm wide, filled with sealing compound Grade 'A' complete all as specified and as directed. | 4 | 10Rm | 275 ₹1,100 | 250 ₹1,000 Lowest | 900 ₹3,600 |
| 6.00 | M&L 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. | 241 | 10Rm | 1,450 ₹3,49,450 | 1,250 ₹3,01,250 | 1,210 ₹2,91,610 Lowest |
| 7.00 | M&L 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 35mm 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 30mm wide all as specified and as per manufacturers instructions all as specified and as directed. | 141 | 10Rm | 2,400 ₹3,38,400 | 2,000 ₹2,82,000 Lowest | 2,150 ₹3,03,150 |
| 8.00 | M&L cleaning the surface of runway with wire brush and air compressor making the surface free from dust,dirt,mud etc. and applying of PME and aggergates as follows:-
(a) Applying only polymer modified bitumen emulsion by spraying with truck mounted contrail and sprayer complete to uniformly apply one coat of PME at required pressure of PME 0.60 litre per Sqm for one coat diluted in ratio 1:1 (PME and water) by volume and ensure uniform finish of flexible pavement.
(b) Immediately following the application of the bitumen emulsion sand shall be spread uniformly over the bitumen emulsion. The aggregate shall be spread to specific areas where Micro/Macro texture needs correction and shall not be applied in such thickness as to cause blanketing.
Note:- (i) Suitable measures to be taken to avoid spreadig/Splashing of emulsion to runway painting while applying the emulsion in flexible shoulder.
(ii) If more than one coat required to be done each coat will be measured separetely.
(iii) Work has to be carried out through authorised applicator only. | 300 | 10 Sqm | 1,200 ₹3,60,000 | 800 ₹2,40,000 Lowest | 1,150 ₹3,45,000 |
| 9.00Notes 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
₹15 L
EMD Value
₹30,000
Closing Date
24 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Garrison Engineer
Garrison Engineer
REPAIRS TO ALLIED STRUCTURES INSIDE AIRFIELD AREA AT AFS THANJAVUR
2025_MES_716145_1
8213/E8
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer AF Thanjavur
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Garrison Engineer
₹30,000
Yes
25 Aug 2025
21 Jun 2025
26 Jul 2025
21 Jun 2025
24 Jul 2025
6 Jul 2025
Amount
M&L applying one coat of white wash in walls / concrete pavement surface of run way/ Air Field area including preparation of old surfaces using wire brush to remove old flaky / loose peel of material of any description complete all as specified and as directed. Note:- White wash shall be carried out at an interval as directed by the Engineer -in-charge at runway 07 & 25 Ends and frequency of each coat shall be paid separately.
Demolition of concrete in ground floors n.exc 150mm thickness and (below or above ground level) complete all as specified and as directed.
M&L plain cement concrete 1:4:8, type D2 (using 40 mm size stone graded aggregate) in edges of Runway for 100mm thick complete all as specified and as directed.
M&L plain cement concrete 1:2:4, type B1 (using 20 mm size graded stone aggregate) in edges of Runway for 40mm thick finishing cement concrete surface even and smooth without using extra cement complete all as specified and as directed.
M&L in repairs forming Construction joint 30mm deep x 10mm wide, filled with sealing compound Grade 'A' complete all as specified and as directed.
M&L 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 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 35mm 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 30mm wide all as specified and as per manufacturers instructions all as specified and as directed.
M&L cleaning the surface of runway with wire brush and air compressor making the surface free from dust,dirt,mud etc. and applying of PME and aggergates as follows:- (a) Applying only polymer modified bitumen emulsion by spraying with truck mounted contrail and sprayer complete to uniformly apply one coat of PME at required pressure of PME 0.60 litre per Sqm for one coat diluted in ratio 1:1 (PME and water) by volume and ensure uniform finish of flexible pavement. (b) Immediately following the application of the bitumen emulsion sand shall be spread uniformly over the bitumen emulsion. The aggregate shall be spread to specific areas where Micro/Macro texture needs correction and shall not be applied in such thickness as to cause blanketing. Note:- (i) Suitable measures to be taken to avoid spreadig/Splashing of emulsion to runway painting while applying the emulsion in flexible shoulder. (ii) If more than one coat required to be done each coat will be measured separetely. (iii) Work has to be carried out through authorised applicator only.
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.
VIKAS INFRASTRUCTURE (BID ID -3355976)
NITHYASRI AND CO (BID ID -3363925)
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