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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.7 LAccepted-AOC | ₹4.7 L | 1 | Accepted-AOC being lowest |
| 2 | 2₹4.8 L+₹11,342.67 (2.40%)Rejected-Finance | ₹4.8 L+₹11,342.67 (2.40%) | 2 | Rejected-Finance not being lowest |
| 3 | 3₹4.9 L+₹16,723.56 (3.54%)Rejected-Finance | ₹4.9 L+₹16,723.56 (3.54%) | 3 | Rejected-Finance not being lowest |
| 4 | 4₹5.3 L+₹59,736.72 (12.7%)Rejected-Finance | ₹5.3 L+₹59,736.72 (12.7%) | 4 | Rejected-Finance not being lowest |
| Sl No | Description | Qty | Unit | THE MAHANDIPUR BALAJI LABOUR AND CONSTRUCTION SOCIETY LIMITED L1 | THE RAJ COOP MUTLI PURPOSE SOCIETY LTD. KURUKSHETRA L3 | The Guru Nanak Cooperative Labour and Construction Society Limited L4 | THE GOKUL CO-OP L & C SOCIETY LTD L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | [10.76]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 and shape, laid in required colour and pattern over (BIS 15658:2006) 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. [Through Rate] | 519.85 | Sqm | 2,49,528 ₹2,49,528 | 2,41,210.4 ₹2,41,210.4 Lowest | 2,67,202.9 ₹2,67,202.9 | 2,45,889.05 ₹2,45,889.05 |
| 2.00 | [13.34]Supply and Fixing of Tensile Sheet Shed 650GSM sheet with M.S Iron pipe Frame Pole 125mm Heavy Truss M.S Pipe 60mm Heavy, Membrane M.S Pipe 50mm Heavy, Complete With cost of Painting and Labour for Fixing Paint Complete in all respects [Through Rate] | 37.86 | Sqm | 1,51,440 ₹1,51,440 | 1,56,248.22 ₹1,56,248.22 | 1,62,267.96 ₹1,62,267.96 | 1,49,547 ₹1,49,547 Lowest |
| 3.00 | [17.14.3]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method
Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III material [Through Rate] | 77.98 | cum | 66,283 ₹66,283 Lowest | 83,048.7 ₹83,048.7 | 1,00,984.1 ₹1,00,984.1 | 79,929.5 ₹79,929.5 |
| 4.00 | [4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] | 119.56 | cum | 4,782.4 ₹4,782.4 | 8,249.64 ₹8,249.64 | 1,315.16 ₹1,315.16 Lowest | 8,010.52 ₹8,010.52 |
Tender Value
₹5.7 L
EMD Value
₹11,350
Closing Date
2 Apr 2026, 5:00 pmClosed
Sh Pankaj Sharma
Kurukshetra University
Provision of Generator Shed and Installation of Paver Block near Savitri Bai Phule Block in Jawahar Lal Nehru Library at KUK.(Society only)
2026_HRY_510424_1
20265841B643 5DA0 42DF 8DE1 335B8B4DB14E1139KUK
Open Tender
Civil Works
Works
60 days
Kurukshetra (Thanesar)
Provision of Generator Shed and Installation of Paver Block near Savitri Bai Phule Block in Jawahar Lal Nehru Library at KUK. (Only for society)
2 documents required · 2 mandatory
₹1,000
₹11,350
Yes
2 Jul 2026
23 Mar 2026
3 Apr 2026
23 Mar 2026
2 Apr 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1[10.76]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 and shape, laid in required colour and pattern over (BIS 15658:2006) 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. [Through Rate] | |||||
| 2[13.34]Supply and Fixing of Tensile Sheet Shed 650GSM sheet with M.S Iron pipe Frame Pole 125mm Heavy Truss M.S Pipe 60mm Heavy, Membrane M.S Pipe 50mm Heavy, Complete With cost of Painting and Labour for Fixing Paint Complete in all respects [Through Rate] | |||||
| 3[17.14.3]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III material [Through Rate] | |||||
| 4[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] | |||||
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