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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.7 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹35.4 L+₹71,390.50 (2.06%)Rejected-Finance PLOT NO L 7 KRISHNA KRIPA VILLAGE SIROLI JAGATPURA JAIPUR 303905 RAJASTHAN | JAIPUR | JAIPUR | RAJASTHAN | 303905 | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹35.4 L+₹74,537.50 (2.15%)Rejected-Finance | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹35.6 L+₹96,217.50 (2.77%)Rejected-Finance | L4 | Rejected-Finance Other than lowest bidder | |
| 5 | L5₹36.0 L+₹1.4 L (3.90%)Rejected-Finance | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | J.J.ENGINEERING L4 | S.R.Enterprises L5 | meenakshi construction L9 | M/S RISHI RAJ AGRAWAL L1 | UNIVERSAL INFRAPROJECT PVT LTD L6 | M/S MAYANK ASSOCIATE L3 | JAGDAMBA CONSTRUCTION COMPANY L7 | M P SHARMA L8 | K P BUILDERS L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and in soft /loose soil etc complete all as specified and directed. | 171 | CUM | 265 ₹45,315 | 70 ₹11,970 Lowest | 210 ₹35,910 | 200 ₹34,200 | 250 ₹42,750 | 350 ₹59,850 | 200 ₹34,200 | 160 ₹27,360 | 120 ₹20,520 |
| 2.00 | Excavation in trenches not exceeding 1.5m wide and exceeding 1.5 m but not exceeding 3.0 m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan in soft/loose soil etc complete all as specified and directed | 0.8 | CUM | 270 ₹216 | 300 ₹240 | 230 ₹184 | 350 ₹280 | 300 ₹240 | 1,600 ₹1,280 | 250 ₹200 | 155 ₹124 Lowest | 160 ₹128 |
| 3.00 | Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed | 42 | CUM | 127 ₹5,334 | 50 ₹2,100 Lowest | 130 ₹5,460 | 75 ₹3,150 | 70 ₹2,940 | 200 ₹8,400 | 80 ₹3,360 | 70 ₹2,940 | 100 ₹4,200 |
| 4.00 | Surface dressing not exceeding 15 cm deep in soft / loose soil complete all as specified and directed | 2,000 | SQM | 16 ₹32,000 | 7 ₹14,000 Lowest | 45 ₹90,000 | 25 ₹50,000 | 15 ₹30,000 | 30 ₹60,000 | 35 ₹70,000 | 30 ₹60,000 | 60 ₹1,20,000 |
| 5.00 | M&L for sand filling under floor or in foundations including watering and consolidation complete all as specified and directed.
Note:- Punned thickness of sand shall be measured and paid. | 16 | CUM | 1,800 ₹28,800 | 300 ₹4,800 Lowest | 1,300 ₹20,800 | 950 ₹15,200 | 800 ₹12,800 | 1,850 ₹29,600 | 500 ₹8,000 | 500 ₹8,000 | 1,400 ₹22,400 |
| 6.00 | Removal of excavated materials (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed. | 130 | CUM | 125 ₹16,250 | 50 ₹6,500 | 175 ₹22,750 | 250 ₹32,500 | 50 ₹6,500 | 350 ₹45,500 | 120 ₹15,600 | 30 ₹3,900 Lowest | 100 ₹13,000 |
| 7.00 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | 170 | CUM | 2,700 ₹4,59,000 | 2,200 ₹3,74,000 Lowest | 5,800 ₹9,86,000 | 2,900 ₹4,93,000 | 2,800 ₹4,76,000 | 2,990 ₹5,08,300 | 2,400 ₹4,08,000 | 3,300 ₹5,61,000 | 4,200 ₹7,14,000 |
| 8.00 | M&L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and directed. | 15 | CUM | 4,000 ₹60,000 | 3,500 ₹52,500 Lowest | 6,950 ₹1,04,250 | 5,500 ₹82,500 | 3,800 ₹57,000 | 4,500 ₹67,500 | 5,000 ₹75,000 | 4,800 ₹72,000 | 5,000 ₹75,000 |
| 9.00 | M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in providing, cement concrete in roof kerbs or mud stops, rounded or chamfered on edges including necessary form work complete all as specified and directed. | 0.6 | CUM | 4,500 ₹2,700 | 3,500 ₹2,100 Lowest | 6,550 ₹3,930 | 7,000 ₹4,200 | 8,000 ₹4,800 | 5,000 ₹3,000 | 9,500 ₹5,700 | 3,500 ₹2,100 Lowest | 4,200 ₹2,520 |
| 10.00 | M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in lintels upto 1.5 m clear span, cills, copings, bed plate, plinth courses, roof kerbs or mud stops rounded or chamfered on edges including necessary form work complete all as specified and directed. | 3.2 | CUM | 4,100 ₹13,120 Lowest | 5,000 ₹16,000 | 7,250 ₹23,200 | 6,000 ₹19,200 | 7,000 ₹22,400 | 4,800 ₹15,360 | 9,000 ₹28,800 | 5,100 ₹16,320 | 5,000 ₹16,000 |
Tender Value
₹43.2 L
EMD Value
₹86,400
Closing Date
22 Sept 2025, 6:00 pmClosed
GE (S) Jaipur
Garrison Engineer (South) Jaipur Military Engineer Services Kalyan Marg, Jaipur302006
PROVN OF HARDSTANDING AND PARKING AREA NEAR ENVT PARK AND TRG AREA UNDER GE(S) JAIPUR AT MIL STN JAIPUR
2025_MES_727376_1
GE(S)/J-32P/2025-26 8414/E8
Open Tender
Civil Works
Item Rate
180 days
GE (S) Jaipur
Class D and category a(i)
8 documents required · 8 mandatory
₹500
GE(S) Jaipur
₹86,400
Yes
4 Nov 2025
22 Aug 2025
27 Sept 2025
22 Aug 2025
22 Sept 2025
8 Sept 2025
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