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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | ₹7.2 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹7.4 LRejected-Finance | ₹7.4 L | L2 | Rejected-Finance L2 bidder |
| 3 | L3₹8.0 LRejected-Finance | ₹8.0 L | L3 | Rejected-Finance L3 bidder |
| 4 | L4₹9.8 LRejected-Finance | ₹9.8 L | L4 | Rejected-Finance L4 bidder |
| Sl No | Description | Qty | Unit | Pinks Infracon Pvt Ltd L2 | UMANG CONSTRUCTION CO L4 | MAHI KRISHNA CONSTRUCTION L1 | Mahir Infrastructure Pvt. Ltd. L3 |
|---|---|---|---|---|---|---|---|
| 1.00Civil | |||||||
| 1.01 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift up to 1.5 m All kinds of soil | 1,940 | sqmt | 58,200 ₹58,200 | 81,480 ₹81,480 | 65,475 ₹65,475 | 67,900 ₹67,900 |
| 1.02 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge | 1,164 | cum | 98,940 ₹98,940 | 1,39,680 ₹1.4 L | 1,13,315.4 ₹1.1 L | 1,04,760 ₹1.0 L |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and
shuttering - All work up to plinth level: 1:5:10 (1 cement:5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources. | 24 | cum | 1,44,000 ₹1.4 L | 1,87,200 ₹1.9 L | 1,44,000 ₹1.4 L | 1,20,000 ₹1.2 L |
| 1.04 | Providing and laying 60mm thick factory made
cement concrete interlocking paver block of M -30
grade made by block making machine with strong
vibratory compaction, of approved size, design &
shape, laid in required colour and pattern over and
including 50mm thick compacted bed of coarse
|sand, filling the joints with line sand etc. all
|complete as per the direction of Engineer-in-charge. | 320 | sqmt | 2,88,000 ₹2.9 L | 3,77,600 ₹3.8 L | 2,28,480 ₹2.3 L | 3,20,000 ₹3.2 L |
| 1.05 | Providing and laying at or near ground level factory
made kerb stone of M-25 grade cement concrete in
position to the required line, level and curvature,
jointed with cement mortar 1:3 (1 cement: 3 coarse
sand), including making joints with or without
grooves (thickness of joints except at sharp curve
shall not to more than 5mm), including malking|
drainage opening wherever required complete etc.
as per direction of Engineer-in-charge (length of
finished kerb edging shall be measured for
payment). (Precast C.C. kerb stone shall be
approved by Engineer-in-charge). | 16 | cum | 1,48,000 ₹1.5 L | 1,92,000 ₹1.9 L | 1,71,328 ₹1.7 L | 1,92,000 ₹1.9 L |
Tender Value
₹8.8 L
EMD Value
₹20,000
Closing Date
6 Feb 2026, 6:00 pmClosed
Regional Director
Sector 15 Gandhinagar
Construction of Pathway Along the Athletic Track up to the Rear Side of the Guest House at SAI RC Gandhinagar Campus
2026_SAI_896257_1
SAI/RC Gandhinagar/Minor Works/NIT8/2025-26
Limited
Civil Works
60 days
Gandhinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹20,000
Yes
17 Feb 2026
30 Jan 2026
7 Feb 2026
30 Jan 2026
6 Feb 2026
30 Jan 2026
Civil
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift up to 1.5 m All kinds of soil
Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level: 1:5:10 (1 cement:5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources.
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse |sand, filling the joints with line sand etc. all |complete as per the direction of Engineer-in-charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including malking| drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
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