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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-Finance | ₹7.7 L | L1 | Accepted-Finance Lowest amount quoted |
| 2 | L2₹5.5 LRejected-Finance | ₹5.5 L | L2 | Rejected-Finance Highest amount quoted |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Not allowed as refer of HQ Chief Engineer Southern Command Pune letter No 800020/WLR/S to D/DEC 2025/28/E8 dated 07 Mar 2026. |
| Sl No | Description | Qty | Unit | L AND J CONSTRUCTION CO. L2 | M/s SUNIL ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | M &L For Excavating over areas n exc 1.5 m deep and getting out Soft and disintergated Rock complete all as specified and directed. | 25 | CUM | 900 ₹22,500 | 160 ₹4,000 |
| 2.00 | M &L For Excavating over areas n exc 1.5 m deep and getting out Hard Rock complete all as specified and directed. | 338 | CUM | 1,300 ₹4.4 L | 588 ₹2.0 L |
| 3.00 | M&L For Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5 mtr deep for foundation etc n.exc. 10 sqm on plan and getting out Hard Rock.specified & directed | 40 | CUM | 1,250 ₹50,000 | 600 ₹24,000 |
| 4.00 | M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm in soilas per directions of Engr-in-Charge. | 19 | CUM | 150 ₹2,850 | 80 ₹1,520 |
| 5.00 | M&L for Removal of excavated material (soils) to a distance n.exc 50 mtrs and depositing where directed at a level n.exc 1.5 mtr above the starting point.as per directions of Engr-in-Charge. | 21 | CUM | 100 ₹2,100 | 180 ₹3,780 |
| 6.00 | M&L For PCC 1:4:8, type D-2 using 40mm graded crushed stone aggregate as in foundation of wall, complete all as specified and directed. | 3.97 | CUM | 2,000 ₹7,940 | 4,000 ₹15,880 |
| 7.00 | M&L For PCC 1:3:6, type C-2 using 40mm graded crushed stone aggregate For Bottom of Drain, complete all as specified and directed. | 3.65 | CUM | 2,500 ₹9,125 | 5,000 ₹18,250 |
| 8.00 | M&L For PCC 1:2:4, type B-2 using 40mm graded crushed stone aggregate as in Coping , complete all as specified and directed. | 0.45 | CUM | 3,000 ₹1,350 | 6,000 ₹2,700 |
| 9.00 | M&L Walling of random rubble,uncoursed as in item ,built in Cement mortar (1:6) complete all as specified and directed.complete all as specified and directed. | 8.4 | CUM | 3,000 ₹25,200 | 5,500 ₹46,200 |
| 10.00 | M&l For Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in Cement mortar (1:6) complete all as specified and directed. | 32.4 | CUM | 6,000 ₹1.9 L | 6,650 ₹2.2 L |
Updated dates
Tender Value
₹9.7 L
EMD Value
₹19,320
Closing Date
27 Apr 2026, 6:00 pmClosed
AGE I UDAIPUR
ASST. GARRISON ENGINEER (I) EKLINGGARH CANTT, UDAIPUR (RAJ.) - 313001
ARTIFICIAL RECHARGE STRUCTURE FOR RAIN WATER HARVESTING UNDER JAL SHAKTI ABHIYAN (CATCH THE RAIN) AT LOCATION NEAR ATGM NODE, NEAR INF PARK INFO ROOMS AT UDAIPUR MIL STN
2026_MES_758952_1
8048/E8 AGE I Udaipur
Open Tender
Civil Works
120 days
ARMY AREA UDAIPUR
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
AGE I UDAIPUR
₹19,320
Yes
21 May 2026
2 Apr 2026
30 Apr 2026
2 Apr 2026
27 Apr 2026
14 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
M &L For Excavating over areas n exc 1.5 m deep and getting out Soft and disintergated Rock complete all as specified and directed. | - | CUM | - | - | |
M &L For Excavating over areas n exc 1.5 m deep and getting out Hard Rock complete all as specified and directed. | - | CUM | - | - | |
M&L For Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5 mtr deep for foundation etc n.exc. 10 sqm on plan and getting out Hard Rock.specified & directed | - | CUM | - | - | |
M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm in soilas per directions of Engr-in-Charge. | - | CUM | - | - | |
M&L for Removal of excavated material (soils) to a distance n.exc 50 mtrs and depositing where directed at a level n.exc 1.5 mtr above the starting point.as per directions of Engr-in-Charge. | - | CUM | - | - | |
M&L For PCC 1:4:8, type D-2 using 40mm graded crushed stone aggregate as in foundation of wall, complete all as specified and directed. | - | CUM | - | - | |
M&L For PCC 1:3:6, type C-2 using 40mm graded crushed stone aggregate For Bottom of Drain, complete all as specified and directed. | - | CUM | - | - | |
M&L For PCC 1:2:4, type B-2 using 40mm graded crushed stone aggregate as in Coping , complete all as specified and directed. | - | CUM | - | - | |
M&L Walling of random rubble,uncoursed as in item ,built in Cement mortar (1:6) complete all as specified and directed.complete all as specified and directed. | - | CUM | - | - | |
M&l For Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in Cement mortar (1:6) complete all as specified and directed. | - | CUM | - | - |
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