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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.3 LAccepted-AOC 182 INDRA COLONY VILL DAMODARPURA POST TODABHATA TEA BASSI BASSI JAIPUR JAIPUR RAJASTHAN 303301 | JAIPUR | RAJASTHAN | 303301 | ₹37.3 L Quoted ₹37.5 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹37.9 L+₹41,087.60 (1.10%)Rejected-Finance 1542 URBAN ESTATE II HISAR 125 005 HARYANA | HISAR | HARYANA | 125005 | ₹37.9 L+₹41,087.60 (1.10%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹44.9 L+₹7.4 L (19.8%)Rejected-Finance | ₹44.9 L+₹7.4 L (19.8%) | L3 | Rejected-Finance Being L3 |
| Sl No | Description | Qty | Unit | m/s krishna engineers1 L2 | Balaji Construction Co. L1 | M/S RAJESH KUMAR & SONS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means (Hydraulic excavator) 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 upto 50 mtr and and lift upto 1.5 m, complete all as specified and directed by Engr-in-Charge. | 176.7 | CUM | 90 ₹15,903 | 100 ₹17,670 | 80 ₹14,136 Lowest |
| 2.00 | Excavation in trenches n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc n exc 10 Sqm on plan and n exc 1.5 m in depth and getting out in soft/loose soil, complete all as specified and directed by Engr-in-Charge. | 15 | CUM | 90 ₹1,350 Lowest | 100 ₹1,500 | 90 ₹1,350 Lowest |
| 3.00 | Returning filling in, including spreading leveling, watering and well ramming in layer n exc 25 cm in soft/loose soil, complete all as specified and directed by Engr-in-Charge. | 45.85 | CUM | 20 ₹917 Lowest | 30 ₹1,375.5 | 50 ₹2,292.5 |
| 4.00 | Removal of excavated material (soil) to a distance not exceeding 50 metre and depositing where directed at a level not esceeding 1.5 m above the starting point all as specified and directed. | 187.7 | CUM | 40 ₹7,508 Lowest | 50 ₹9,385 | 50 ₹9,385 |
| 5.00 | M&L for hard core of guage not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick watered and well rammed to a true surface, complete all as specified and directed by Engr-in-Charge. | 88.35 | CUM | 800 ₹70,680 Lowest | 1,800 ₹1,59,030 | 1,800 ₹1,59,030 |
| 6.00 | M&L for rolling and consolidating formation surface in cutting with hand roller 0.8 to 1.5 tonne complete all as specified and directed by Engr-in-Charge. | 58.9 | PER 10 SQM | 500 ₹29,450 | 300 ₹17,670 Lowest | 800 ₹47,120 |
| 7.00 | M&L for plain cement concrete type D-2, 1:4:8 (40mm graded aggregate) as sub base, foundation, filling & mass concrete, complete all as specified and directed by Engr-in-Charge. | 5 | CUM | 1,800 ₹9,000 Lowest | 3,000 ₹15,000 | 2,500 ₹12,500 |
| 8.00 | M&L for 100 mm thick plain cement concrete type B-2, 1:3:6 (using 40mm graded aggregate) as in sub base of floors all as specified and directed by Engr-in-Charge. | 589 | SQM | 280 ₹1,64,920 Lowest | 400 ₹2,35,600 | 350 ₹2,06,150 |
| 9.00 | M&L for 75 mm thick Plain Cement Concrete type B-1, 1:2:4 (using 20 mm graded aggregate) as in flooring, finishing cement concrete surface even and smooth without using extra cement, all as specified and directed by Engr-in-Charge. | 589 | SQM | 250 ₹1,47,250 Lowest | 350 ₹2,06,150 | 300 ₹1,76,700 |
| 10.00 | M & L for providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete. | 110 | SQM | 550 ₹60,500 Lowest | 700 ₹77,000 | 550 ₹60,500 Lowest |
Tender Value
₹47.6 L
EMD Value
₹95,220
Closing Date
29 Jun 2026, 6:00 pmClosed
GE Hisar
GE Hisar
PROVN OF BASKET BALL COURT, SPL REPAIRS TO PHYSICS LAB, CHEMISTRY LAB AND BIOLOGY LAB AT KVS UNDER GE HISAR AT MIL STN HISAR
2026_MES_770570_1
GE(H)-05/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE Hisar
As per NIT
6 documents required · 6 mandatory
₹500
GE Hisar
₹95,220
Yes
5 Aug 2026
8 Jun 2026
4 Jul 2026
8 Jun 2026
29 Jun 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation by mechanical means (Hydraulic excavator) 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 upto 50 mtr and and lift upto 1.5 m, complete all as specified and directed by Engr-in-Charge. | 176.7 | CUM | - | - |
| 2 | Excavation in trenches n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc n exc 10 Sqm on plan and n exc 1.5 m in depth and getting out in soft/loose soil, complete all as specified and directed by Engr-in-Charge. | 15 | CUM | - | - |
| 3 | Returning filling in, including spreading leveling, watering and well ramming in layer n exc 25 cm in soft/loose soil, complete all as specified and directed by Engr-in-Charge. | 45.85 | CUM | - | - |
| 4 | Removal of excavated material (soil) to a distance not exceeding 50 metre and depositing where directed at a level not esceeding 1.5 m above the starting point all as specified and directed. | 187.7 | CUM | - | - |
| 5 | M&L for hard core of guage not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick watered and well rammed to a true surface, complete all as specified and directed by Engr-in-Charge. | 88.35 | CUM | - | - |
| 6 | M&L for rolling and consolidating formation surface in cutting with hand roller 0.8 to 1.5 tonne complete all as specified and directed by Engr-in-Charge. | 58.9 | PER 10 SQM | - | - |
| 7 | M&L for plain cement concrete type D-2, 1:4:8 (40mm graded aggregate) as sub base, foundation, filling & mass concrete, complete all as specified and directed by Engr-in-Charge. | 5 | CUM | - | - |
| 8 | M&L for 100 mm thick plain cement concrete type B-2, 1:3:6 (using 40mm graded aggregate) as in sub base of floors all as specified and directed by Engr-in-Charge. | 589 | SQM | - | - |
| 9 | M&L for 75 mm thick Plain Cement Concrete type B-1, 1:2:4 (using 20 mm graded aggregate) as in flooring, finishing cement concrete surface even and smooth without using extra cement, all as specified and directed by Engr-in-Charge. | 589 | SQM | - | - |
| 10 | M & L for providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete. | 110 | SQM | - | - |
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