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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹21.7 L+₹3.9 L (21.8%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹22.9 L+₹5.1 L (28.9%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹25.5 L+₹7.7 L (43.3%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹28.1 L+₹10.3 L (57.8%)Rejected-AOC | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | chowdeshwariconstructionco L5 | JITHU CONSTRUCTION COMPANY L4 | RAHUL CONSTRUCTION L3 | D K Engineers and contractors L2 | SHIRDE ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for cutting / chipping of pot holes of depth averaging 20 mm and cleaning surface with compressed air or other mechanical approved means to remove dust/loose particles etc and applying epoxy primer using nylon bristled brushes, filling the pot holes with epoxy mortar all as per manufacturers instruction in proper levelling and shape to flush with the existing slab complete all as specified and directed. | 100 | 100 Sqcm | 55 ₹5,500 | 50 ₹5,000 | 204 ₹20,400 | 75 ₹7,500 | 35 ₹3,500 Lowest |
| 2.00 | All as per serial item No. 1.00 above but depth of pot holes exc 20 mm but not exceeding 50 mm all as specified and directed. | 100 | 100 Sqcm | 140 ₹14,000 | 150 ₹15,000 | 222 ₹22,200 | 225 ₹22,500 | 70 ₹7,000 Lowest |
| 3.00 | M&L for cutting / chipping the existing concrete slabs cracks to V section in existing rigid slabs/ bituminous asphaltic concrete up to depth of 50mm and 40 mm wide at top, cleaning out surface with compressed air or other mechanical approved means to remove dust/loose particles etc and applying epoxy primer to a depth averaging 50mm, well packed and compacted with appropriate tools with epoxy mortar all as per manufacturers instructions in proper levelling and shape to flush with existing slab complete all as specified and directed. | 600 | RM | 500 ₹3,00,000 | 440 ₹2,64,000 | 258 ₹1,54,800 Lowest | 491 ₹2,94,600 | 300 ₹1,80,000 |
| 4.00 | M& L for preparing the joint by taking out the existing sealing compound or other compound by chiselling/machine cut from the joint, cleaning the joints thoroughly free from dust/bitumen/any other sealing compound, all foreign materials, etc, with compressed air or other mechanical approved means. Applying coal tar based primer using clean dry brush. After drying of primer, coal tar based joint sealing compound grade 'B' of IS-1834 heated up to 180 degree centigrade shall be poured into the joints upto slab surface etc all complete as per manufacturers instruction and as directed for joints of size 15-20 mm width x 20mm depth complete all as specified and directed. | 1,500 | RM | 120 ₹1,80,000 | 149 ₹2,23,500 | 303 ₹4,54,500 | 121 ₹1,81,500 | 100 ₹1,50,000 Lowest |
| 5.00 | M&L for repair to damaged/broken edges of concrete slabs/pavement by cutting/chipping the sides of joints by machine cut to a regular shape and cleaning the surface with compressed air/ other mechanical means to remove all dust/ loose practicles etc and disposing to a distance exceeding 50 meters but not exceeding 250 meters and aplying epoxy primer using clean and dry brush, filling epoxy mortar all as per manufactures instructions in proper levelling and shape to flush with the existing slab and joints including necessary form work complete all as specified and directed. | 700 | 1000 Cucm | 450 ₹3,15,000 | 450 ₹3,15,000 | 312 ₹2,18,400 | 341 ₹2,38,700 | 300 ₹2,10,000 Lowest |
| 6.00 | M& L for preparing the joints by taking out existing bituminous or any other joint filling compound by chiselling/ machine cut from the joints thoroughly free from dust/bitumen/any other sealing compound with compressed air or other mechanical approved means and applying primer using clean dry brush, filling in joints of size 10 mm to 15 mm wide and 10 mm deep with polyurethane based grey colour sealent supported on polypropylene backing sheet of thickness not exceeding 12mm to 15mm all as per manufacturers instruction and as directed. | 4,750 | RM | 138 ₹6,55,500 | 140 ₹6,65,000 | 105 ₹4,98,750 | 91 ₹4,32,250 | 85 ₹4,03,750 Lowest |
| 7.00 | All as per serial item No 6.00 above herein before but joints of size 8 mm wide and 8 mm deep with back up rod of 10 mm dia all as specified and directed. | 4,400 | RM | 105 ₹4,62,000 | 98 ₹4,31,200 | 114 ₹5,01,600 | 81 ₹3,56,400 | 68 ₹2,99,200 Lowest |
| 8.00 | All as per serial item No 6.00 above herein before but joints of size 20-22 mm wide and 10 mm deep with back up rod of 20-25mm dia all as specified and directed.
Note for serial item No. 1 to 8 :- Wearing of fluorescent waist jackets is mandatory for all working in the Airfield. The quoted rates shall be deemed to include the above provision. | 3,500 | RM | 250 ₹8,75,000 | 180 ₹6,30,000 | 120.3 ₹4,21,050 Lowest | 181 ₹6,33,500 | 150 ₹5,25,000 |
Tender Value
₹30.0 L
EMD Value
₹59,980
Closing Date
11 Jul 2025, 6:00 pmClosed
GE (AF) Yelahanka
GE (AF) Yelahanka Bangalore-63
REPAIRS TO RUNWAY, JOINT FILLING CRACKS, EPOXY AT AFS YELAHANKA
2025_MES_714285_1
8397/E8
Open Tender
Civil Works
Item Rate
330 days
Yelahanka
As per NIT
9 documents required · 9 mandatory
₹500
GE (AF) Yelahanka
₹59,980
Yes
18 Aug 2025
13 Jun 2025
18 Jul 2025
13 Jun 2025
11 Jul 2025
27 Jun 2025
Amount
M&L for cutting / chipping of pot holes of depth averaging 20 mm and cleaning surface with compressed air or other mechanical approved means to remove dust/loose particles etc and applying epoxy primer using nylon bristled brushes, filling the pot holes with epoxy mortar all as per manufacturers instruction in proper levelling and shape to flush with the existing slab complete all as specified and directed.
All as per serial item No. 1.00 above but depth of pot holes exc 20 mm but not exceeding 50 mm all as specified and directed.
M&L for cutting / chipping the existing concrete slabs cracks to V section in existing rigid slabs/ bituminous asphaltic concrete up to depth of 50mm and 40 mm wide at top, cleaning out surface with compressed air or other mechanical approved means to remove dust/loose particles etc and applying epoxy primer to a depth averaging 50mm, well packed and compacted with appropriate tools with epoxy mortar all as per manufacturers instructions in proper levelling and shape to flush with existing slab complete all as specified and directed.
M& L for preparing the joint by taking out the existing sealing compound or other compound by chiselling/machine cut from the joint, cleaning the joints thoroughly free from dust/bitumen/any other sealing compound, all foreign materials, etc, with compressed air or other mechanical approved means. Applying coal tar based primer using clean dry brush. After drying of primer, coal tar based joint sealing compound grade 'B' of IS-1834 heated up to 180 degree centigrade shall be poured into the joints upto slab surface etc all complete as per manufacturers instruction and as directed for joints of size 15-20 mm width x 20mm depth complete all as specified and directed.
M&L for repair to damaged/broken edges of concrete slabs/pavement by cutting/chipping the sides of joints by machine cut to a regular shape and cleaning the surface with compressed air/ other mechanical means to remove all dust/ loose practicles etc and disposing to a distance exceeding 50 meters but not exceeding 250 meters and aplying epoxy primer using clean and dry brush, filling epoxy mortar all as per manufactures instructions in proper levelling and shape to flush with the existing slab and joints including necessary form work complete all as specified and directed.
M& L for preparing the joints by taking out existing bituminous or any other joint filling compound by chiselling/ machine cut from the joints thoroughly free from dust/bitumen/any other sealing compound with compressed air or other mechanical approved means and applying primer using clean dry brush, filling in joints of size 10 mm to 15 mm wide and 10 mm deep with polyurethane based grey colour sealent supported on polypropylene backing sheet of thickness not exceeding 12mm to 15mm all as per manufacturers instruction and as directed.
All as per serial item No 6.00 above herein before but joints of size 8 mm wide and 8 mm deep with back up rod of 10 mm dia all as specified and directed.
All as per serial item No 6.00 above herein before but joints of size 20-22 mm wide and 10 mm deep with back up rod of 20-25mm dia all as specified and directed. Note for serial item No. 1 to 8 :- Wearing of fluorescent waist jackets is mandatory for all working in the Airfield. The quoted rates shall be deemed to include the above provision.
D K Engineers and contractors (BID ID -3347070)
RAHUL CONSTRUCTION (BID ID -3340439)
JITHU CONSTRUCTION COMPANY (BID ID -3345348)
chowdeshwariconstructionco (BID ID -3340251)
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