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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-Finance | ₹2.5 Cr | L1 | Accepted-Finance Lowest
Bonafide
Bid (L1) |
| 2 | L2₹2.6 CrRejected-Finance | ₹2.6 Cr | L2 | Rejected-Finance Other Than L1 |
| 3 | L3₹2.6 CrRejected-Finance | ₹2.6 Cr | L3 | Rejected-Finance Other Than L1 |
| 4 | L4₹2.7 CrRejected-Finance | ₹2.7 Cr | L4 | Rejected-Finance Other Than L1 |
| 5 | L5₹2.9 CrRejected-Finance | ₹2.9 Cr | L5 | Rejected-Finance Other Than L1 |
| Sl No | Description | Qty | Unit | Parveen Builders L8 | malik constructions L5 | meenakshi construction L10 | M/S Anil Enterprises L3 | M/s Shrangi Rishi Construction L2 | G and G Infratech Private Limited L12 | SINGH ENTERPRISES L6 | GUPTA ENGINEERING WORKS L9 | SNG BUILDERS AND ENGINEERS L7 | garg construction company L11 | M/S Royal Enterprises L1 | M/S PRASHANT DUBEY CONTRACTOR L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for surface excavation in soft/loose soil not exceeding 30cm deep and averaging 15cm deep and getting out complete all as specified and directed. | 16,500 | Sqm | 20 ₹3,30,000 | 20 ₹3,30,000 | 30 ₹4,95,000 | 18 ₹2,97,000 | 15 ₹2,47,500 | 28 ₹4,62,000 | 50 ₹8,25,000 | 50 ₹8,25,000 | 25 ₹4,12,500 | 15 ₹2,47,500 | 10 ₹1,65,000 | 20 ₹3,30,000 |
| 2.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation and not exceeding10 sqm on plan and not exceeding 1.5m in depth cesspits,manhole etc and getting out complete all as specified and directed. | 302.1 | Cum | 100 ₹30,210 | 150 ₹45,315 | 175 ₹52,867.5 | 145 ₹43,804.5 | 130 ₹39,273 | 200 ₹60,420 | 150 ₹45,315 | 150 ₹45,315 | 100 ₹30,210 | 150 ₹45,315 | 250 ₹75,525 | 200 ₹60,420 |
| 3.00 | Forming embankments including raising (or lowering) earth,spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape etc., n exc. 1.5 m high from base complete all as specified and directed. | 2,187.5 | Cum | 100 ₹2,18,750 | 150 ₹3,28,125 | 225 ₹4,92,187.5 | 160 ₹3,50,000 | 120 ₹2,62,500 | 100 ₹2,18,750 | 100 ₹2,18,750 | 250 ₹5,46,875 | 280 ₹6,12,500 | 80 ₹1,75,000 | 300 ₹6,56,250 | 120 ₹2,62,500 |
| 4.00 | Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 2,250 | Cum | 1,500 ₹33,75,000 | 1,400 ₹31,50,000 | 1,850 ₹41,62,500 | 1,430 ₹32,17,500 | 1,200 ₹27,00,000 | 1,800 ₹40,50,000 | 2,000 ₹45,00,000 | 1,490 ₹33,52,500 | 1,400 ₹31,50,000 | 2,300 ₹51,75,000 | 1,400 ₹31,50,000 | 2,500 ₹56,25,000 |
| 5.00 | M&L for cement concrete 1:4:8 type D2 (using 40mm graded aggregates) as in foundation and mass filling complete all as specified and directed. | 1,652.4 | Cum | 2,400 ₹39,65,760 | 2,700 ₹44,61,480 | 4,000 ₹66,09,600 | 2,400 ₹39,65,760 | 2,900 ₹47,91,960 | 5,500 ₹90,88,200 | 2,800 ₹46,26,720 | 3,500 ₹57,83,400 | 3,800 ₹62,79,120 | 4,000 ₹66,09,600 | 2,500 ₹41,31,000 | 2,000 ₹33,04,800 |
| 6.00 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 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 all as specified and directed. | 15,000 | Sqm | 1,000 ₹1,50,00,000 | 960 ₹1,44,00,000 | 950 ₹1,42,50,000 | 820 ₹1,23,00,000 | 800 ₹1,20,00,000 | 850 ₹1,27,50,000 | 900 ₹1,35,00,000 | 949 ₹1,42,35,000 | 870 ₹1,30,50,000 | 870 ₹1,30,50,000 | 753 ₹1,12,95,000 | 900 ₹1,35,00,000 |
| 7.00 | 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 5 mm), including making drainage opening wherever required complete all as specified and directed. | 675 | Cum | 9,700 ₹65,47,500 | 8,500 ₹57,37,500 | 7,200 ₹48,60,000 | 8,190 ₹55,28,250 | 8,000 ₹54,00,000 | 9,100 ₹61,42,500 | 7,700 ₹51,97,500 | 8,500 ₹57,37,500 | 8,000 ₹54,00,000 | 9,800 ₹66,15,000 | 7,500 ₹50,62,500 | 5,000 ₹33,75,000 |
| 8.00 | Providing and laying Reinforced concrete pipes, 300mm bore class NP3 laid and jointed complete with collars laid in trenches at any depth including jointing and testing complete all as specified and directed. | 40 | RM | 2,300 ₹92,000 | 1,500 ₹60,000 | 300.25 ₹12,010 | 825 ₹33,000 | 1,500 ₹60,000 | 900 ₹36,000 | 1,000 ₹40,000 | 1,850 ₹74,000 | 1,700 ₹68,000 | 1,000 ₹40,000 | 1,500 ₹60,000 | 600 ₹24,000 |
| 9.00 | M&L for concrete bed in cement concrete 1:3:6 type C2 to drain pipes 300mm dia including paking under and completely surrounding pipes with concrete after they are laid and tested in,complete all as specified and directed. | 40 | RM | 500 ₹20,000 | 300 ₹12,000 | 300 ₹12,000 | 630 ₹25,200 | 300 ₹12,000 | 720 ₹28,800 | 220 ₹8,800 | 300 ₹12,000 | 200 ₹8,000 | 1,000 ₹40,000 | 350 ₹14,000 | 5,000 ₹2,00,000 |
| 10.00 | Removing excavated material exceeding 250m but not exceeding 500m and depositing complete all as specified and directed. | 589.6 | Cum | 400 ₹2,35,840 | 50 ₹29,480 | 85 ₹50,116 | 55 ₹32,428 | 130 ₹76,648 | 100 ₹58,960 | 35 ₹20,636 | 40 ₹23,584 | 50 ₹29,480 | 89 ₹52,474.4 | 50 ₹29,480 | 120 ₹70,752 |
Tender Value
₹3.0 Cr
EMD Value
₹3.8 L
Closing Date
11 Jun 2026, 6:00 pmClosed
CHIEF ENGINEER JAIPUR ZONE JAIPUR
HQ CHIEF ENGINEER JAIPUR ZONE JAIPUR
PROVISION OF SECURITY PATHWAY ALONGWITH PERIMETER WALL AT BHARATPUR
2026_MES_764496_1
80950/E8
Open Tender
Civil Works
365 days
GE BHARATPUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
Yes
GE BHARATPUR
₹3.8 L
Yes
3 Jul 2026
9 May 2026
13 Jun 2026
9 May 2026
11 Jun 2026
4 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30cm deep & 15cm deep and getting out in soft/loose soil etc complete all as specified and directed. | 15,000 | Sqm | - | - |
| 2 | Excavation over areas not exceeding 1.5m deep and getting out in any type of soil complete all as specified | 1,200 | Cum | - | - |
| 3 | Excavation in trenches not exceeding1.5 m wide and not exceeding 1.5 m in depth for foundation and not exceeding10 sqm on plan and not exceeding 1.5m in depth cesspits,manhole etc and getting out complete all as specified and directed. | 226.92 | Cum | - | - |
| 4 | M&L for cement concrete 1:4:8 type D2 (using 40mm graded aggregates) as in foundation and mass filling complete all as specified and directed. | 1,500.48 | Cum | - | - |
| 5 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 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 all as specified and directed. | 15,000 | Sqm | - | - |
| 6 | Providing and laying at or near ground level factory made kerb stone of size 300*300*150mm 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 5 mm), including making drainage opening wherever required complete all as specified and directed. | 450.9 | Cum | - | - |
| 7 | Reinforced concrete pipes, 300mm bore class NP3 laid and jointed complete with collars laid in trenches at any depth including jointing and testing complete all as specified and directed | 8 | RM | - | - |
| 8 | M&L for concrete bed in cement concrete 1:3:6 type C2 to drain pipes 300mm dia including paking under and completely surrounding pipes with concrete after they are laid and tested in,complete all as specified and directed | 8 | RM | - | - |
| 9 | Removing excavated material exceeding 1.50 km but not exceeding 5 km and depositing where directed complete all as specified and directed. | 3,676.92 | Cum | - | - |
| 10 | Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 type B1 complete all as specified and directed. | 200 | Each | - | - |
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