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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 CrAccepted-AOC NO 24 46 4TH FLOOR AGNI BUSINESS CENTRE K B DASAN ROAD ALWARPET CHENNAI TAMIL NADU 600018 | CHENNAI | TAMIL NADU | 600018 | ₹5.9 Cr | L1 | Accepted-AOC As directed by CWC, CA is placed on the L1 Contractor VishnuSurya Projects and Infra Limited, Chennai, at their revised quoted total amount of Rs. 5,88,23,040.01 /- for carrying out the subject work. |
| 2 | L2₹7.1 Cr+₹1.2 Cr (20.4%)Rejected-Finance | ₹7.1 Cr+₹1.2 Cr (20.4%) | L2 | Rejected-Finance Being L2 Contractor. Not Accepted. |
| 3 | L3₹7.4 Cr+₹1.5 Cr (25.4%)Rejected-Finance | ₹7.4 Cr+₹1.5 Cr (25.4%) | L3 | Rejected-Finance Being L3 Contractor. Not Accepted. |
| 4 | L4₹8.0 Cr+₹2.1 Cr (35.5%)Rejected-Finance NO 09 5TH STREET ANNA NAGAR PATTABIRAM CHENNAI 600 072 | ₹8.0 Cr+₹2.1 Cr (35.5%) | L4 | Rejected-Finance Being L4 Contractor. Not Accepted. |
| Sl No | Description | Qty | Unit | Vishnusurya Projects & Infra Limited L1 | P S G CONSTRUCTIONS L4 | J Santhanam Contractor L2 | NARASIMHAN ENGINEERING CONTRACTORS PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out in soft loose soil. | 6,200 | CUM | 275 ₹17,05,000 | 290 ₹17,98,000 | 284.35 ₹17,62,970 | 210 ₹13,02,000 Lowest |
| 2.00 | Excavating over areas, exc 1.5 m deep and getting out in soft loose soil. | 1,400 | CUM | 325 ₹4,55,000 | 475 ₹6,65,000 | 458.92 ₹6,42,488 | 280 ₹3,92,000 Lowest |
| 3.00 | Earth work excavation in hard/ dense soil for foundation width and depth not exceeding 1.50m and getting out. | 100 | CUM | 350 ₹35,000 Lowest | 775 ₹77,500 | 650 ₹65,000 | 650 ₹65,000 |
| 4.00 | Material and labour for hard core of gauge not exceeding 63 mm deposited, spread and levelled in layers not exceeding 15 cms thick watered and rammed to true surface. | 400 | CUM | 2,500 ₹10,00,000 | 2,500 ₹10,00,000 | 2,277.88 ₹9,11,152 Lowest | 2,985 ₹11,94,000 |
| 5.00 | Laying and compacting 750 mm thick (compacted thickness) each layer not exceeding 150mm Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, | 450 | 10SQM | 14,500 ₹65,25,000 Lowest | 22,500 ₹1,01,25,000 | 18,699 ₹84,14,550 | 22,500 ₹1,01,25,000 |
| 6.00 | Laying and compacting 525mm thick (compacted thickness) Wet Mix Macadam (WMM)WMM laid in each layer of 75 mm each. grading as per table 400-13 of MoRTH :specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works | 450 | 10SQM | 10,500 ₹47,25,000 Lowest | 16,900 ₹76,05,000 | 13,973.54 ₹62,88,093 | 16,500 ₹74,25,000 |
| 7.00 | Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm. | 4,500 | SQM | 45 ₹2,02,500 Lowest | 135 ₹6,07,500 | 129.2 ₹5,81,400 | 175 ₹7,87,500 |
| 8.00 | Material and Labour for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering. | 100 | CUM | 1,900 ₹1,90,000 | 1,300 ₹1,30,000 Lowest | 1,364.11 ₹1,36,411 | 1,575 ₹1,57,500 |
| 9.00 | M & L for P.C.C 1:4:8, D2 type using 40mm graded aggregated in foundation. | 800 | CUM | 7,000 ₹56,00,000 | 6,300 ₹50,40,000 | 4,700 ₹37,60,000 Lowest | 6,300 ₹50,40,000 |
| 10.00 | M&L for cement concrete in foundation ,filling and mass concrete typeB2 1:2:4 using 20mm aggregate. | 975 | CUM | 7,800 ₹76,05,000 | 8,900 ₹86,77,500 | 5,500 ₹53,62,500 Lowest | 9,050 ₹88,23,750 |
Tender Value
₹7.9 Cr
EMD Value
₹7.2 L
Closing Date
29 Jul 2025, 2:00 pmClosed
THE CHIEF GENERAL MANAGER, HVF, AVADI
THE CHIEF GENERAL MANAGER, HVF, AVADI, CHENNAI - 600054
CONSTRUCTION OF PARKING SHED FOR OH AUGMENTATION PROJECT AT HVF, AVADI
2025_AVNL_241119_1
HVF/TE/13025/CEO/2025-26/26
Open Tender
Civil Works
Works
300 days
HVF, AVADI
DETAILS ENCLOSED
9 documents required · 9 mandatory
₹0
₹7.2 L
29 Nov 2025
14 Jul 2025
31 Jul 2025
14 Jul 2025
29 Jul 2025
14 Jul 2025
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