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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 CrAccepted-AOC 35 B BHERU VILLAS SARDAR CLUB SCHEME AIR FORCE JODHPUR 342 011 | JODHPUR | JODHPUR | RAJASTHAN | 342011 | L1 | Accepted-AOC L1 QUOTED RATES FOUND REASONABLE | |
| 2 | L2₹10.9 Cr+₹64.0 L (6.26%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN L1 | |
| 3 | L3₹11.4 Cr+₹1.2 Cr (11.3%)Rejected-Finance JODHPUR ROAD UTARLAI BARMER RAJ 344035 | BARMER | RAJASTHAN | 344035 | L3 | Rejected-Finance OTHER THAN L1 | |
| 4 | L4₹11.5 Cr+₹1.3 Cr (12.5%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN L1 | |
| 5 | L5₹11.6 Cr+₹1.4 Cr (13.5%)Rejected-Finance KALU BASS SHRI DUNGARGARH BIKANER RAJASTHAN 331803 | BIKANER | BIKANER | RAJASTHAN | 331803 | L5 | Rejected-Finance OTHER THAN L1 |
| Sl No | Description | Qty | Unit | Ram Parkash Constructions Pvt. Ltd. L4 | RAGHUSONS INFRA ENGINEERING PVT. LTD L1 | M/S RAJINDER SINGH L2 | NSC Projects Pvt. Ltd. L6 | M/s R L PAREEK L5 | M/s. Shiva Engineers L7 | M/s godara infratech and power industries L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing not exceeding 15 cm deep in any type soil etc complete all as specified and directed. | 17,250 | Sqm | 15 ₹2,58,750 | 20 ₹3,45,000 | 20 ₹3,45,000 | 25 ₹4,31,250 | 19 ₹3,27,750 | 15 ₹2,58,750 | 11 ₹1,89,750 Lowest |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width and exceeding 1.5 m in depth and not exceeding 3.0m in depth or 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed | 20,724.58 | Cum | 99 ₹20,51,733.42 | 133 ₹27,56,369.14 | 90 ₹18,65,212.2 | 120 ₹24,86,949.6 | 49 ₹10,15,504.42 Lowest | 500 ₹1,03,62,290 | 95 ₹19,68,835.1 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated all kind of soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed. | 4,085.55 | Cum | 99 ₹4,04,469.45 | 123 ₹5,02,522.65 | 120 ₹4,90,266 | 150 ₹6,12,832.5 | 49 ₹2,00,191.95 Lowest | 500 ₹20,42,775 | 85 ₹3,47,271.75 |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width and exceeding 1.5 m not and exceeding 3.0m in depth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated all kind of soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed. | 12.49 | Cum | 99 ₹1,236.51 Lowest | 213 ₹2,660.37 | 250 ₹3,122.5 | 150 ₹1,873.5 | 503.66 ₹6,290.71 | 750 ₹9,367.5 | 350 ₹4,371.5 |
| 5.00 | Removing excavated material (soils) exc. 50 m but n exc. 250m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed. | 20,724.58 | Cum | 65 ₹13,47,097.7 | 90 ₹18,65,212.2 | 50 ₹10,36,229 | 80 ₹16,57,966.4 | 29 ₹6,01,012.82 Lowest | 50 ₹10,36,229 | 50 ₹10,36,229 |
| 6.00 | Removing excavated material (soils) exc. 250 m but n exc. 500m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed. | 3,196.8 | Cum | 150 ₹4,79,520 | 120 ₹3,83,616 | 70 ₹2,23,776 Lowest | 80 ₹2,55,744 | 89 ₹2,84,515.2 | 70 ₹2,23,776 Lowest | 75 ₹2,39,760 |
| 7.00 | Returning filing in including spreading levelling watering and well ramming in layers not exceeding 25 cm thick in soft / loose soil, complete all as specified and directed. | 849.12 | Cum | 35 ₹29,719.2 | 90 ₹76,420.8 | 150 ₹1,27,368 | 60 ₹50,947.2 | 29 ₹24,624.48 Lowest | 50 ₹42,456 | 90 ₹76,420.8 |
| 8.00 | Rolling and Consolidating formation surface in cutting by using Power Roller exceeding 8 tonne & not exceeding 12 tonne complete all as specified and directed. | 4,197 | Ten Sqm | 15 ₹62,955 Lowest | 60 ₹2,51,820 | 70 ₹2,93,790 | 100 ₹4,19,700 | 29 ₹1,21,713 | 100 ₹4,19,700 | 250 ₹10,49,250 |
| 9.00 | M&L for laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade V 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, 2013 | 4,197 | Ten Sqm | 2,250 ₹94,43,250 | 2,000 ₹83,94,000 | 2,250 ₹94,43,250 | 3,200 ₹1,34,30,400 | 2,629 ₹1,10,33,913 | 1,885 ₹79,11,345 Lowest | 2,900 ₹1,21,71,300 |
| 10.00 | M&L for laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) 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 2013. | 4,197 | Ten Sqm | 1,275 ₹53,51,175 | 1,500 ₹62,95,500 | 1,700 ₹71,34,900 | 1,700 ₹71,34,900 | 1,629 ₹68,36,913 | 1,200 ₹50,36,400 Lowest | 1,850 ₹77,64,450 |
Tender Value
₹12.3 Cr
EMD Value
₹9.4 L
Closing Date
2 Mar 2026, 6:00 pmClosed
CHIEF ENGINEER JAIPUR ZONE JAIPUR
HEAD QUARTER CHIEF ENGINEER JAIPUR ZONE JAIPUR
PROVISION OF PERIMETER ROAD ALONG SECURITY WALL AT ITARANA MIL STATION ALWAR
2026_MES_750947_1
80939
Open Tender
Civil Works - Roads
Item Rate
365 days
GE Alwar
Please refer Tender documents.
7 documents required · 7 mandatory
₹3,000
GE Alwar
₹9.4 L
Yes
HEAD QUARTER CHIEF ENGINEER JAIPUR ZONE JAIPUR
9 Jun 2026
2 Feb 2026
4 Mar 2026
2 Feb 2026
2 Mar 2026
23 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing not ececeeding 15 cm deep in any type soil etc complete all as specified and directed. | 17,250 | Sqm | - | - |
| 2 | Earth work 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 in all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed | 20,724.58 | Cum | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated all kind of soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed. | - | Cum | - | - |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width and exceeding 1.5 m not and exceeding 3.0m in depth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated all kind of soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed. | 12.49 | Cum | - | - |
| 5 | Removing excavated material (soils) exc. 50 m but n exc. 250m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed. | 20,724.58 | Cum | - | - |
| 6 | Removing excavated material (soils) exc. 250 m but n exc. 500m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed. | 3,196.8 | Cum | - | - |
| 7 | Returning filing in including spreading levelling watering and well ramming in layers not exceeding 25 cm thick in soft / loose soil, complete all as specified and directed. | - | Cum | - | - |
| 8 | Rolling and Consolidating formation surface in cutting by using Power Roller exceeding 8 tonne & not exceeding 12 tonne complete all as specified and directed. | 4,197 | Ten Sqm | - | - |
| 9 | M&L for laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade V 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, 2013 | 4,197 | Ten Sqm | - | - |
| 10 | M&L for laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) 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 2013. | 4,197 | Ten Sqm | - | - |
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