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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.3 LAccepted-AOC | ₹21.3 L Quoted ₹21.9 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹25.1 LRejected-Finance | ₹25.1 L | L2 | Rejected-Finance Other than Lowest Bidder |
| 3 | L3₹29.4 LRejected-Finance | ₹29.4 L | L3 | Rejected-Finance Other than Lowest Bidder |
| Sl No | Description | Qty | Unit | UNIVERSAL INFRAPROJECT PVT LTD L1 | S.R.Enterprises L3 | V S CONSTRUCTION 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. | 450 | CUM | 150 ₹67,500 | 100 ₹45,000 | 200 ₹90,000 |
| 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 | 100 | CUM | 200 ₹20,000 | 170 ₹17,000 | 180 ₹18,000 |
| 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 | 300 | CUM | 75 ₹22,500 | 50 ₹15,000 | 200 ₹60,000 |
| 4.00 | 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. | 150 | CUM | 75 ₹11,250 | 50 ₹7,500 | 150 ₹22,500 |
| 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. | 0.6 | CUM | 1,200 ₹720 | 450 ₹270 | 1,500 ₹900 |
| 6.00 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | 2 | CUM | 2,800 ₹5,600 | 3,500 ₹7,000 | 3,500 ₹7,000 |
| 7.00 | 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. | 4 | CUM | 3,800 ₹15,200 | 4,000 ₹16,000 | 4,500 ₹18,000 |
| 8.00 | 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. | 4 | CUM | 5,000 ₹20,000 | 4,250 ₹17,000 | 6,000 ₹24,000 |
| 9.00 | M&L for Precast Reinforced cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar work including necessary form work and set in CM 1:4 complete all as specified and directed. | 6 | CUM | 7,000 ₹42,000 | 9,000 ₹54,000 | 6,000 ₹36,000 |
| 10.00 | 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. | 4 | CUM | 2,200 ₹8,800 | 2,500 ₹10,000 | 3,500 ₹14,000 |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
7 May 2026, 6:00 pmClosed
GE(S) Jaipur
Garrison Engineer (South) Jaipur Military Engineer Services Kalyan Marg, Jaipur302006
REPAIR AND MAINT OF SEWAGE LINE, SOAKAGE WELLS, SEPTIC TANKS, INCLUDING CLEANING OF OVERHEAD WATER TANK AND MISC CONNECTED WORK IN ZONE-I(A) AREA, CIU TPT COY, MES IB, HOLIDAY HOME, BANDMAN LINE, ECHS BHAKHROTA, SIGNAL UNIT, CWE JAIPUR GE (S) JAIPUR,
2026_MES_754235_2
GE(S)/J-78P/2025-26 8446/E8
Open Tender
Civil Works
270 days
GE(S) Jaipur
Class D and Category a(ii)
8 documents required · 8 mandatory
₹500
GE(S) Jaipur
₹60,000
29 Jun 2026
9 Apr 2026
14 May 2026
9 Apr 2026
7 May 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
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. | - | CUM | - | - | |
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 | - | CUM | - | - | |
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 | - | CUM | - | - | |
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. | - | CUM | - | - | |
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. | - | CUM | - | - | |
M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | - | CUM | - | - | |
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. | - | CUM | - | - | |
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. | - | CUM | - | - | |
M&L for Precast Reinforced cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar work including necessary form work and set in CM 1:4 complete all as specified and directed. | - | CUM | - | - | |
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. | - | CUM | - | - |
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