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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₹24.6 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹26.3 L+₹1.7 L (6.76%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹28.0 L+₹3.4 L (13.8%)Rejected-Finance | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹29.0 L+₹4.4 L (17.8%)Rejected-Finance | L4 | Rejected-Finance Other than lowest bidder | |
| 5 | L5₹30.0 L+₹5.3 L (21.6%)Rejected-Finance NO 354 2ND CROSS VARADARAJNAGAR VIDYARANYAPURA POST BANGALORE 5600 097 | 5600097 | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | K VENUGOPALA SWAMY L2 | MCS ENGINEERING CONSTRUCTIONS L6 | CIVILEC ENGINEERING WORKS L7 | M/S SIRI BUILDERS L5 | PAVANI INFRAS L1 | SURA INFRASTRUCTURE L3 | BEST ENGINEERING L8 | DHANA CONSTRUCTIONS L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas n.exc 1.5m deep and getting out in soft/loose soil complete all as specified and as directed | 416.76 | CUM | 150 ₹62,514 | 338 ₹1,40,864.88 | 300 ₹1,25,028 | 220 ₹91,687.2 | 100 ₹41,676 Lowest | 200 ₹83,352 | 240 ₹1,00,022.4 | 175 ₹72,933 |
| 2.00 | M&L for moorum/red bajri filling in road berms or pavings, laid in layers n exc. 15 cm thick, spread, leveled and rammed including watering as required and rolled with hand roller of required capacity complete all as specified and directed | 156.29 | CUM | 1,450 ₹2,26,620.5 | 810 ₹1,26,594.9 Lowest | 1,250 ₹1,95,362.5 | 1,480 ₹2,31,309.2 | 1,250 ₹1,95,362.5 | 1,300 ₹2,03,177 | 1,500 ₹2,34,435 | 1,400 ₹2,18,806 |
| 3.00 | M&L for hard-core of gauge n.exc 63mm, with broken stone/boulders deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and as directed.
Note:- The thickness of hard-core shall be 200mm. | 208.38 | CUM | 1,800 ₹3,75,084 | 2,093 ₹4,36,139.34 | 2,800 ₹5,83,464 | 1,700 ₹3,54,246 Lowest | 1,900 ₹3,95,922 | 1,900 ₹3,95,922 | 2,000 ₹4,16,760 | 2,400 ₹5,00,112 |
| 4.00 | M&L 150mm thick (compacted thickness) WBM in layers not exc 7.5cm each, with coarse aggregates of granite grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size) in granite, trap or basalt, spread, rolled and consolidated to gradient and camber required with 8 to 12 Tonne power roller.
Note:- Unit rate is for combined thickness of 15 cm. | 104.19 | X Sqm | 4,050 ₹4,21,969.5 | 4,050 ₹4,21,969.5 | 4,900 ₹5,10,531 | 2,440 ₹2,54,223.6 Lowest | 3,000 ₹3,12,570 | 4,000 ₹4,16,760 | 8,000 ₹8,33,520 | 4,000 ₹4,16,760 |
| 5.00 | M&L for 200mm thick Pavement quality concrete (PQC) M35 grade (design mix) as in pavement / hard standing complete all as specified and as directed | 208.38 | CUM | 7,055 ₹14,70,120.9 | 8,505 ₹17,72,271.9 | 8,700 ₹18,12,906 | 9,500 ₹19,79,610 | 7,000 ₹14,58,660 Lowest | 7,895 ₹16,45,160.1 | 8,200 ₹17,08,716 | 7,750 ₹16,14,945 |
| 6.00 | M&L for Forming 12mm thick Expansion joints (for 200mm thick concrete slab) filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified and as directed | 8 | X RM | 1,050 ₹8,400 | 1,620 ₹12,960 | 1,400 ₹11,200 | 900 ₹7,200 Lowest | 900 ₹7,200 Lowest | 1,500 ₹12,000 | 1,000 ₹8,000 | 1,300 ₹10,400 |
| 7.00 | M&L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade A complete all as specified and as directed | 5 | X RM | 654 ₹3,270 | 1,080 ₹5,400 | 850 ₹4,250 | 580 ₹2,900 | 500 ₹2,500 Lowest | 1,200 ₹6,000 | 550 ₹2,750 | 1,080 ₹5,400 |
| 8.00 | Removing excavated material (soil) to a distance exceeding 250 m but not exceeding 500 m and depositing where directed at a level n.exc 1.50m above the starting point complete all as specified and as directed | 416.76 | CUM | 150 ₹62,514 | 250 ₹1,04,190 | 200 ₹83,352 | 180 ₹75,016.8 | 120 ₹50,011.2 | 100 ₹41,676 Lowest | 520 ₹2,16,715.2 | 150 ₹62,514 |
Tender Value
₹36.4 L
EMD Value
₹73,000
Closing Date
9 Feb 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE AF Trivandrum
CWE AF TRIVANDRUM HQ SAC IAF Complex Akkulam Thruvikkal Post Trivandrum 11
82638/E8 CONSTRUCTION OF HARDSTANDING FOR RSV,ESV AND BBT VEHICLES AND ALLIED WORKS AT RDS SITE AT AFS SURYALANKA.
2026_MES_749333_1
82638/E8
Open Tender
Civil Works
Item Rate
180 days
AGE I AF Suryalanka
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
AGE I AF Suryalanka
₹73,000
Yes
11 Mar 2026
20 Jan 2026
11 Feb 2026
20 Jan 2026
9 Feb 2026
3 Feb 2026
20 Jan 2026 - 30 Jan 2026
Excavating over areas n.exc 1.5m deep and getting out in soft/loose soil complete all as specified and as directed
M&L for moorum/red bajri filling in road berms or pavings, laid in layers n exc. 15 cm thick, spread, leveled and rammed including watering as required and rolled with hand roller of required capacity complete all as specified and directed
M&L for hard-core of gauge n.exc 63mm, with broken stone/boulders deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and as directed. Note:- The thickness of hard-core shall be 200mm.
M&L 150mm thick (compacted thickness) WBM in layers not exc 7.5cm each, with coarse aggregates of granite grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size) in granite, trap or basalt, spread, rolled and consolidated to gradient and camber required with 8 to 12 Tonne power roller. Note:- Unit rate is for combined thickness of 15 cm.
M&L for 200mm thick Pavement quality concrete (PQC) M35 grade (design mix) as in pavement / hard standing complete all as specified and as directed
M&L for Forming 12mm thick Expansion joints (for 200mm thick concrete slab) filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified and as directed
M&L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade A complete all as specified and as directed
Removing excavated material (soil) to a distance exceeding 250 m but not exceeding 500 m and depositing where directed at a level n.exc 1.50m above the starting point complete all as specified and as directed
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