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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.5 LAccepted-AOC | L1 | Accepted-AOC Eligible | |
| 2 | L2₹28.4 L+₹4.0 L (16.2%)Rejected-AOC | L2 | Rejected-AOC Not eligible | |
| 3 | L3₹28.6 L+₹4.1 L (16.9%)Rejected-AOC 6 U 34 JAWAHAR NAGAR SRI GANGANAGAR SRI GANGANAGAR RAJASTHAN 335001 | GANGANAGAR | RAJASTHAN | 335001 | L3 | Rejected-AOC Not eligible |
| Sl No | Description | Qty | Unit | Ram Parkash Constructions Pvt. Ltd. L1 | M/s Madan Gopal Vyas L2 | ANKIT JINDAL AND COMPANY L3 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for Repairs to pot holes exceeding 30 mm depth, area not exceeding 1.00 Sqm each including sweeping free from dust and mud, or water scoring sunken surfaces in roads, paths etc cutting around edges to at least 25 mm depth, making good by applying tack coat with bituminous primer using bitumen emulsion @ 5 kg /10 Sqm, putting in premixed bituminous McAdam, well rammed and sealed with binder 9.8 kg per/10 Sqm blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed with power road roller of 8 to 12 ton capacity and consolidated including supply of premixed macdam, binder and chipping complete all as specified and as directed by the Engineer-in-Charge. . | 1 | 10 Sqm | 2,100 ₹2,100 | 2,000 ₹2,000 | 1,440 ₹1,440 Lowest |
| 2.00 | M & L for Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned black top surface with gunny bags to remove all loose dirt and Applying evenly a priming/ tack coat @ 5 Kg. Per 10 Sq.M using bitumen emulsion (RS-1) conforming to IS-8887 with mechanical sprayer, operated by cold pressure mechanism complete all as specified and as directed by the Engineer-in-Charge. | 90 | 10 Sqm | 251 ₹22,590 | 150 ₹13,500 Lowest | 250 ₹22,500 |
| 3.00 | M&L for Premixed Bituminous macadam from hot mix plant with 4% binder content by weight of total mix using paving bitumen of grade VG-30,laid with Mechanical Paver, rolled and compacted with power road roller of 8 to 12 ton capacity to required gradient and camber (consolidated thickness 75 mm or less) complete all as specified and as directed by the Engineer-in-Charge.
Note: Mixing of bituminous concrete shall be in hot mix plant. | 45 | Cum | 4,500 ₹2,02,500 Lowest | 5,000 ₹2,25,000 | 5,200 ₹2,34,000 |
| 4.00 | M&L for Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned black top surface with gunny bags to remove all loose dirt and Applying evenly a priming/ tack coat @ 5 Kg. Per 10 Sq.M using bitumen emulsion (RS-1) conforming to IS-8887 with mechanical sprayer, operated by cold pressure mechanism including laying of Bituminous Premixed Semi Dense Asphaltic Concrete, 30 mm consolidated thickness, using paving bitumen of Grade VG - 30, with 5.5% of binder content by weight of total mix using Hot Mix Plant and laid with Mechanical Paver, rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified and as directed by the Engineer-in-Charge. | 661 | 10 Sqm | 3,191 ₹21,09,251 Lowest | 3,700 ₹24,45,700 | 3,750 ₹24,78,750 |
| 5.00 | M&L for cleaning and preparing the bituminous road surface and making good for road marking with reflective thermoplastic white road marking paint confirming to BIS-3262, laid through Road Marking Machine in layer of CRYSTALX (using 5kg per sqm by incorporating 8% white glass beads for reflectivity) and 2mm thick centre line, stop line etc. as per IRC pattern laid at temperature 60 degree centigrade including making necessary traffic diversion arrangement complete all as specified and as directed. | 310 | Sqm | 351 ₹1,08,810 Lowest | 500 ₹1,55,000 | 390 ₹1,20,900 |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
14 Jul 2026, 6:00 pmClosed
CWE AF BIKANR
HQ CWE AF BIKANER
REPAIR TO ROAD IN WSA AREA AT AF STN NAL
2026_MES_772422_1
C-81670/E8
Open Tender
Civil Works
Item Rate
90 days
GE AF NAL
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE AF NAL
₹60,000
Yes
3 Aug 2026
16 Jun 2026
16 Jul 2026
16 Jun 2026
14 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for Repairs to pot holes exceeding 30 mm depth, area not exceeding 1.00 Sqm each including sweeping free from dust and mud, or water scoring sunken surfaces in roads, paths etc cutting around edges to at least 25 mm depth, making good by applying tack coat with bituminous primer using bitumen emulsion @ 5 kg /10 Sqm, putting in premixed bituminous McAdam, well rammed and sealed with binder 9.8 kg per/10 Sqm blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed with power road roller of 8 to 12 ton capacity and consolidated including supply of premixed macdam, binder and chipping complete all as specified and as directed by the Engineer-in-Charge. . | 1 | 10 Sqm | - | - |
| 2 | M & L for Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned black top surface with gunny bags to remove all loose dirt and Applying evenly a priming/ tack coat @ 5 Kg. Per 10 Sq.M using bitumen emulsion (RS-1) conforming to IS-8887 with mechanical sprayer, operated by cold pressure mechanism complete all as specified and as directed by the Engineer-in-Charge. | 90 | 10 Sqm | - | - |
| 3 | M&L for Premixed Bituminous macadam from hot mix plant with 4% binder content by weight of total mix using paving bitumen of grade VG-30,laid with Mechanical Paver, rolled and compacted with power road roller of 8 to 12 ton capacity to required gradient and camber (consolidated thickness 75 mm or less) complete all as specified and as directed by the Engineer-in-Charge.
Note: Mixing of bituminous concrete shall be in hot mix plant. | 45 | Cum | - | - |
| 4 | M&L for Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned black top surface with gunny bags to remove all loose dirt and Applying evenly a priming/ tack coat @ 5 Kg. Per 10 Sq.M using bitumen emulsion (RS-1) conforming to IS-8887 with mechanical sprayer, operated by cold pressure mechanism including laying of Bituminous Premixed Semi Dense Asphaltic Concrete, 30 mm consolidated thickness, using paving bitumen of Grade VG - 30, with 5.5% of binder content by weight of total mix using Hot Mix Plant and laid with Mechanical Paver, rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified and as directed by the Engineer-in-Charge. | 661 | 10 Sqm | - | - |
| 5 | M&L for cleaning and preparing the bituminous road surface and making good for road marking with reflective thermoplastic white road marking paint confirming to BIS-3262, laid through Road Marking Machine in layer of CRYSTALX (using 5kg per sqm by incorporating 8% white glass beads for reflectivity) and 2mm thick centre line, stop line etc. as per IRC pattern laid at temperature 60 degree centigrade including making necessary traffic diversion arrangement complete all as specified and as directed. | 310 | Sqm | - | - |
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