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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-AOC | L1 | Accepted-AOC AOC to lowest bid of M/s S Square | |
| 2 | L2₹30.3 L+₹46,280 (1.55%)Rejected-Finance | L2 | Rejected-Finance Being other than lowest bid | |
| 3 | L3₹32.8 L+₹2.9 L (9.76%)Rejected-Finance | L3 | Rejected-Finance Being other than lowest bid | |
| 4 | L4₹33.1 L+₹3.3 L (11.0%)Rejected-Finance | L4 | Rejected-Finance Being other than lowest bid | |
| 5 | L5₹34.1 L+₹4.3 L (14.3%)Rejected-Finance 15 BOH ROAD DEFENCE ENCLAVE AMBALA CANTT 133001 HR | AMBALA | HARYANA | 133001 | L5 | Rejected-Finance Being other than lowest bid |
| Sl No | Description | Qty | Unit | s l sharma and sons L3 | MADAN LAL SHARMA AND SONS L8 | M/S S. SQUARE L1 | MAHADEV ENTERPRISES L5 | MODI CONSTRCUTION COMPANY L7 | RAMAN KUMAR L4 | M/S GURU DEV BUILDERS L2 | M/S R S Builders L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas, not exc 1.5 m in depth for foundation of retaining wall, boundry wall etc. and getting out in any type of soil all as specified and directed. | 225 | Cum | 150 ₹33,750 | 300 ₹67,500 | 90 ₹20,250 Lowest | 200 ₹45,000 | 240 ₹54,000 | 100 ₹22,500 | 108 ₹24,300 | 400 ₹90,000 |
| 2.00 | Rough excavation not exceeding 1.5 m deep and getting out in any type of soil all as specified and directed. | 50 | Cum | 150 ₹7,500 | 300 ₹15,000 | 90 ₹4,500 Lowest | 200 ₹10,000 | 240 ₹12,000 | 100 ₹5,000 | 115 ₹5,750 | 500 ₹25,000 |
| 3.00 | Excavation over areas, exc 1.5 m but not exc 3.0m in depth for foundation of retaining wall, boundry wall etc. and getting out in any type of soil all as specified and directed. | 165 | Cum | 250 ₹41,250 | 300 ₹49,500 | 90 ₹14,850 Lowest | 250 ₹41,250 | 240 ₹39,600 | 100 ₹16,500 | 145 ₹23,925 | 500 ₹82,500 |
| 4.00 | Excavation in trenches n exc 1.5 m in width and n. exc 1.50 m in depth and getting out in any type of soil all as specified and directed. | 8 | Cum | 150 ₹1,200 | 300 ₹2,400 | 90 ₹720 Lowest | 200 ₹1,600 | 180 ₹1,440 | 100 ₹800 | 115 ₹920 | 500 ₹4,000 |
| 5.00 | M&L cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregates) in foundation filling and mass concrete all as specified and directed. | 32 | Cum | 1,500 ₹48,000 Lowest | 4,000 ₹1,28,000 | 3,200 ₹1,02,400 | 2,800 ₹89,600 | 3,500 ₹1,12,000 | 1,600 ₹51,200 | 2,120 ₹67,840 | 3,000 ₹96,000 |
| 6.00 | Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, side & soffits (if any) of foundation and plinth beams, and similar work vertical or to batter complete all as specified and directed. | 102 | Sqm | 200 ₹20,400 | 220 ₹22,440 | 170 ₹17,340 | 200 ₹20,400 | 95 ₹9,690 Lowest | 120 ₹12,240 | 108 ₹11,016 | 400 ₹40,800 |
| 7.00 | Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter complete all as specified and directed. | 575 | Sqm | 200 ₹1,15,000 | 230 ₹1,32,250 | 170 ₹97,750 | 200 ₹1,15,000 | 95 ₹54,625 Lowest | 120 ₹69,000 | 115 ₹66,125 | 150 ₹86,250 |
| 8.00 | M&L for RCC M-25 (Design Mix) using 20 mm graded crushed stone aggregates in foundations, including rafts, footings, foundation beams, plinth beams and mass concrete complete all as specified and directed. | 62.2 | Cum | 6,000 ₹3,73,200 | 6,000 ₹3,73,200 | 5,500 ₹3,42,100 | 6,000 ₹3,73,200 | 6,500 ₹4,04,300 | 6,800 ₹4,22,960 | 5,400 ₹3,35,880 Lowest | 6,000 ₹3,73,200 |
| 9.00 | M&L for RCC M-25 (Design Mix) using 20 mm graded crushed stone aggregates in Walls, retaining walls, basement walls, ballast walls and the like any thickness above top of footings including attached pilasters and buttresses complete all as specified and directed. | 155.2 | Cum | 6,000 ₹9,31,200 | 6,000 ₹9,31,200 | 5,500 ₹8,53,600 | 6,000 ₹9,31,200 | 6,500 ₹10,08,800 | 6,800 ₹10,55,360 | 5,700 ₹8,84,640 | 5,000 ₹7,76,000 Lowest |
| 10.00 | M&L mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engr-in-charge. | 12,890 | KG | 80 ₹10,31,200 | 110 ₹14,17,900 | 77 ₹9,92,530 Lowest | 85 ₹10,95,650 | 98 ₹12,63,220 | 85 ₹10,95,650 | 79 ₹10,18,310 | 79 ₹10,18,310 |
Tender Value
₹43.3 L
EMD Value
₹86,500
Closing Date
24 Jul 2026, 6:00 pmClosed
GE (North) Udhampur
Garrison Engineer (North) Udhampur PIN-901220 C/o 56 APO
PROVN OF RCC RETAINING WALL AT CERTAIN PLACES IN 57 WEU UNDER GE (NORTH) UDHAMPUR
2026_MES_775370_1
GE/U(N)-63/2026-27
Open Tender
Civil Works
Item Rate
180 days
AOR of GE (North) Udhampur
As per NIT
6 documents required · 6 mandatory
₹500
GE (North) Udhampur
₹86,500
Yes
6 Aug 2026
1 Jul 2026
27 Jul 2026
1 Jul 2026
24 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas, not exc 1.5 m in depth for foundation of retaining wall, boundry wall etc. and getting out in any type of soil all as specified and directed. | 225 | Cum | - | - |
| 2 | Excavation over areas, exc 1.5 m but not exc 3.0m in depth for foundation of retaining wall, boundry wall etc. and getting out in any type of soil all as specified and directed. | 165 | Cum | - | - |
| 3 | Excavation in trenches n exc 1.5 m in width and n. exc 1.50 m in depth and getting out in any type of soil all as specified and directed. | 8 | Cum | - | - |
| 4 | M&L cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregates) in foundation filling and mass concrete all as specified and directed. | 32 | Cum | - | - |
| 5 | Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, side & soffits (if any) of foundation and plinth beams, and similar work vertical or to batter complete all as specified and directed. | 102 | Sqm | - | - |
| 6 | Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter complete all as specified and directed. | 575 | Sqm | - | - |
| 7 | M&L for RCC M-25 (Design Mix) using 20 mm graded crushed stone aggregates in foundations, including rafts, footings, foundation beams, plinth beams and mass concrete complete all as specified and directed. | 62.2 | Cum | - | - |
| 8 | M&L for RCC M-25 (Design Mix) using 20 mm graded crushed stone aggregates in Walls, retaining walls, basement walls, ballast walls and the like any thickness above top of footings including attached pilasters and buttresses complete all as specified and directed. | 155.2 | Cum | - | - |
| 9 | M&L mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engr-in-charge. | 12,890 | KG | - | - |
| 10 | M&L mild steel TMT bars 6 to 8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engr-in-charge. | 4,520 | KG | - | - |
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