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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.8 LAccepted-AOC | ₹30.8 L | L1 | Accepted-AOC Being lowest |
| 2 | L2₹31.4 L+₹55,641.60 (1.80%)Rejected-Finance VILL ASADPUR PO SARSAWA DISTT SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹31.4 L+₹55,641.60 (1.80%) | L2 | Rejected-Finance Being 2nd lowest |
| 3 | L3₹31.6 L+₹75,355.80 (2.44%)Rejected-Finance 93 BAPUJI NAGAR ITC ROAD SAHARANPUR 247001 UP | SAHARANPUR | UTTAR PRADESH | 247001 | ₹31.6 L+₹75,355.80 (2.44%) | L3 | Rejected-Finance Being 3rd lowest |
| 4 | L4₹32.1 L+₹1.2 L (3.96%)Rejected-Finance | ₹32.1 L+₹1.2 L (3.96%) | L4 | Rejected-Finance Being 4th lowest |
| 5 | L5₹33.8 L+₹3.0 L (9.62%)Rejected-Finance OPP AIR FORCE STATION VPO SORANA DISTT SAHARANPUR UP PIN 247 232 | SAHARANPUR | UTTAR PRADESH | 247232 | ₹33.8 L+₹3.0 L (9.62%) | L5 | Rejected-Finance Being 5th lowest |
| Sl No | Description | Qty | Unit | NAQLI LAL SHARMA AND ARUN SHARMA L1 | VIJAY ENTERPRISES L6 | HARI SINGH CONTRACTOR L7 | DHARAMPAL SINGH AND SONS L2 | M/S GURENDER SINGH L4 | G.H. INFRASTRUCTURE PRIVATE LIMITED L3 | SUBHASH CHAND CONTRACTOR L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n.exc (not exceeding) 15 cm deep and getting out soft/loose soil complete all as specified and directed. | 191.2 | Sqm | 7 ₹1,338.4 | 12 ₹2,294.4 | 9 ₹1,720.8 | 15 ₹2,868 | 5 ₹956 Lowest | 15 ₹2,868 | 20 ₹3,824 |
| 2.00 | Excavation in trenches for foundation etc not exc 1.5m wide and not exc 1.5 m in depth in any type of soil complete all as specified and directed. | 106.6 | Cum | 145 ₹15,457 Lowest | 150 ₹15,990 | 200 ₹21,320 | 250 ₹26,650 | 300 ₹31,980 | 150 ₹15,990 | 200 ₹21,320 |
| 3.00 | Returning filling in including spreading levlling, watering and well ramming in layers nexc 25cm thick complete all as specified and directed. | 47 | Cum | 55 ₹2,585 | 50 ₹2,350 Lowest | 90 ₹4,230 | 100 ₹4,700 | 100 ₹4,700 | 60 ₹2,820 | 100 ₹4,700 |
| 4.00 | Removal of excavated material to a distance nexc 50 m and depositing at a level nexc 1.5 m above the starting point complete all as specified and directed. | 36 | Cum | 55 ₹1,980 | 50 ₹1,800 Lowest | 1,200 ₹43,200 | 200 ₹7,200 | 150 ₹5,400 | 60 ₹2,160 | 120 ₹4,320 |
| 5.00 | Earth filling under floors including spreading, leveling, watering and well ramming in each layers not exc 25 cm thick complete all as specified and directed.
Note: Soil obtained from excavation under relevant item here-in-before shall be used for filling.In case of extra filling contractor will bring the additional required'earth material' from out side the restricted area by its own arrangement and no extra payement will be done for the same. | 45 | Cum | 450 ₹20,250 | 520 ₹23,400 | 400 ₹18,000 | 130 ₹5,850 | 100 ₹4,500 | 90 ₹4,050 Lowest | 150 ₹6,750 |
| 6.00 | M & L for cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foudation, filling, sub base and mass concrete complete all as specified and directed. | 7.5 | Cum | 4,400 ₹33,000 | 5,000 ₹37,500 | 1,900 ₹14,250 Lowest | 4,000 ₹30,000 | 2,000 ₹15,000 | 3,000 ₹22,500 | 2,200 ₹16,500 |
| 7.00 | M & L for brick work sub class 'B' bricks (OLD SIZE BRICKS) straight or curved on plan exc 6 mtr mean radius built in cement mortar (1:6) complete all as specified and directed. | 72 | Cum | 3,725 ₹2,68,200 | 4,000 ₹2,88,000 | 2,400 ₹1,72,800 Lowest | 4,500 ₹3,24,000 | 4,200 ₹3,02,400 | 4,400 ₹3,16,800 | 5,500 ₹3,96,000 |
| 8.00 | M & L for brick work sub class 'B' bricks, (OLD SIZE BRICKS) straight or curved on plan to any radius in half brick thick wall, built in cement mortar (1:4) complete all as specified and directed. | 72 | Sqm | 475 ₹34,200 | 650 ₹46,800 | 480 ₹34,560 | 700 ₹50,400 | 550 ₹39,600 | 580 ₹41,760 | 450 ₹32,400 Lowest |
| 9.00 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, of flat surface, rough finidshed complete all as specified and directed. | 70 | Sqm | 250 ₹17,500 | 350 ₹24,500 | 200 ₹14,000 | 250 ₹17,500 | 300 ₹21,000 | 280 ₹19,600 | 50 ₹3,500 Lowest |
| 10.00 | Form work to soffits of suspended slabs such as roof slabs floor slabs and similar work n exc 200mm thick of flat surface, finished rough complete all as specified and directed. | 100 | Sqm | 250 ₹25,000 Lowest | 350 ₹35,000 | 290 ₹29,000 | 250 ₹25,000 Lowest | 350 ₹35,000 | 380 ₹38,000 | 500 ₹50,000 |
Tender Value
₹39.5 L
EMD Value
₹79,000
Closing Date
3 Jul 2026, 6:00 pmClosed
SHRI PRASANTA KACHARI GE (AF) SARSAWA
Garrison Engineer (AF) Sarsawa, Distt. Saharanpur (U.P), PIN- 247232
CONSTRUCTION OF SECURITY CONTROL ROOM AND ARC MAIN GATE ROOFING AND CONSTRUCTION OF HEAVY DUTY INCINERATOR FOR USE IN TECHNICAL UNIT AT ARC SARSAWA UNDER GE (AF) SARSAWA
2026_MES_771803_1
8126/SAR-T-02/2026-27
Open Tender
Civil Works
Item Rate
270 days
GE AF SARSAWA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE (AF) SARSAWA
₹79,000
Yes
9 Sept 2026
12 Jun 2026
10 Jul 2026
12 Jun 2026
3 Jul 2026
26 Jun 2026
12 Jun 2026 - 26 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n.exc (not exceeding) 15 cm deep and getting out soft/loose soil complete all as specified and directed. | 191.2 | Sqm | - | - |
| 2 | Excavation in trenches for foundation etc not exc 1.5m wide and not exc 1.5 m in depth in any type of soil complete all as specified and directed. | 106.6 | Cum | - | - |
| 3 | Returning filling in including spreading levlling, watering and well ramming in layers nexc 25cm thick complete all as specified and directed. | 47 | Cum | - | - |
| - | Removal of excavated material to a distance nexc 50 m and depositing at a level nexc 1.5 m above the starting point complete all as specified and directed. | 36 | Cum | - | - |
| - | Earth filling under floors including spreading, leveling, watering and well ramming in each layers not exc 25 cm thick complete all as specified and directed.
Note: Soil obtained from excavation under relevant item here-in-before shall be used for filling.In case of extra filling contractor will bring the additional required'earth material' from out side the restricted area by its own arrangement and no extra payement will be done for the same. | 45 | Cum | - | - |
| - | M & L for cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foudation, filling, sub base and mass concrete complete all as specified and directed. | 7.5 | Cum | - | - |
| - | M & L for brick work sub class 'B' bricks (OLD SIZE BRICKS) straight or curved on plan exc 6 mtr mean radius built in cement mortar (1:6) complete all as specified and directed. | 72 | Cum | - | - |
| - | M & L for brick work sub class 'B' bricks, (OLD SIZE BRICKS) straight or curved on plan to any radius in half brick thick wall, built in cement mortar (1:4) complete all as specified and directed. | 72 | Sqm | - | - |
| - | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, of flat surface, rough finidshed complete all as specified and directed. | 70 | Sqm | - | - |
| - | Form work to soffits of suspended slabs such as roof slabs floor slabs and similar work n exc 200mm thick of flat surface, finished rough complete all as specified and directed. | 100 | Sqm | - | - |
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