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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-AOC C O BHUSHANA COLONY BAREILLY UP 243005 | BAREILLY | BAREILLY | UTTAR PRADESH | 243005 | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹12.1 L+₹12,102.62 (1.01%)Rejected-Finance 3 A KUSUMANJALI PRIYADARSHINI NAGAR BAREILLY UP 243001 | BAREILLY | BAREILLY | UTTAR PRADESH | 243001 | L2 | Rejected-Finance BEING L2 | |
| 3 | L3₹12.5 L+₹47,692 (3.97%)Rejected-Finance H NO 786 ANAND VIHAR COLONY PILIBHIT BYPASS BAREILLY UP PIN 243005 | BAREILLY | UTTAR PRADESH | 243005 | L3 | Rejected-Finance BEING L3 |
| Sl No | Description | Qty | Unit | Janta Constructions L1 | VINOD TRADING CORPORATION L2 | ZAIGHAM ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00 | B/R Portion:
Surface excavation not exc 30cm deep and averaging 15 cm deep and getting out in any type of soil. | 132 | Sqm | 50 ₹6,600 | 25 ₹3,300 Lowest | 50 ₹6,600 |
| 2.00 | Excavation in trenches not exc 1.50 mtr wide and 1.50 mtr in depth for foundation etc or for shafts, wells, cespits, manholes, pierholes etc not exc 10 Sqm on plan and getting out in soft / loose soil all as specified. | 56.6 | Cum | 200 ₹11,320 | 165 ₹9,339 Lowest | 350 ₹19,810 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer in soil all as specified. | 29.74 | Cum | 80 ₹2,379.2 | 48 ₹1,427.52 Lowest | 50 ₹1,487 |
| 4.00 | Removing excavated material (soil) to a distance exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point all as specified and directed | 28.56 | Cum | 100 ₹2,856 Lowest | 140 ₹3,998.4 | 250 ₹7,140 |
| 5.00 | Removing excavated material (soil) to a distance exceeding 250 mtr but not exceeding 500 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point all as specified and directed | 6 | Cum | 125 ₹750 Lowest | 148 ₹888 | 300 ₹1,800 |
| 6.00 | M&L for cement concrete type D-2, mix 1:4:8 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, sub base of floor etc all as specified and directed. | 3.07 | Cum | 4,500 ₹13,815 Lowest | 5,600 ₹17,192 | 4,500 ₹13,815 Lowest |
| 7.00 | Spreading and leveling soil in layers not exc 25 cm thick, well ramming including watering as required all as specified. (Note: Soil obtained from Item No. 2.00 above shall be used) | 7 | Cum | 225 ₹1,575 | 40 ₹280 Lowest | 300 ₹2,100 |
| 8.00 | M&L for brick work with sub-class `B' bricks, straight or curved on plan exc 6.0 mtr mean radius built in cement mortar 1:6 all as specified. | 15 | Cum | 5,400 ₹81,000 | 4,400 ₹66,000 Lowest | 4,500 ₹67,500 |
| 9.00 | M&L for fly ash brick work with old size bricks having crushing strength not less 75 kg/ Sqcm, straight or curved on plan and built in cement mortar 1:6 all as specified. | 20 | Cum | 7,600 ₹1,52,000 | 5,800 ₹1,16,000 Lowest | 6,500 ₹1,30,000 |
| 10.00 | M&L for 40 mm thick cement concrete 1:2:4 tppe B-0 (using 12.5 mm graded stone aggregate) mixed with water proofing compound as per manufacturer's instruction as in damp proof course to horizontal or vertical surface including necessary form work all as specified. | 3 | Sqm | 299 ₹897 Lowest | 6,200 ₹18,600 | 450 ₹1,350 |
Tender Value
₹12.8 L
EMD Value
₹25,560
Closing Date
21 Mar 2026, 6:00 pmClosed
GE (AF) Bareilly
GE (AF) Bareilly-243002 (UP)
CONSTRUCTION OF GENDER SPECIFIC WASH ROOMS NEAR TRANSPORT DISPERSAL AND PROVISION OF ONE STORE ROOM AT HQ CWE (AF) BAREILLY AT AF STATION BAREILLY
2026_MES_754754_1
GE(AF)/BLY/T-53 of 2025-26
Open Tender
Civil Works
Item Rate
180 days
Bareilly
Class-E Cat-a(i)
8 documents required · 8 mandatory
₹500
GE (AF) Bareilly
₹25,560
Yes
30 May 2026
28 Feb 2026
23 Mar 2026
28 Feb 2026
21 Mar 2026
15 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | B/R Portion:
Surface excavation not exc 30cm deep and averaging 15 cm deep and getting out in any type of soil. | 132 | Sqm | - | - |
| 2 | Excavation in trenches not exc 1.50 mtr wide and 1.50 mtr in depth for foundation etc or for shafts, wells, cespits, manholes, pierholes etc not exc 10 Sqm on plan and getting out in soft / loose soil all as specified. | 56.6 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer in soil all as specified. | 29.74 | Cum | - | - |
| 4 | Removing excavated material (soil) to a distance exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point all as specified and directed | 28.56 | Cum | - | - |
| 5 | Removing excavated material (soil) to a distance exceeding 250 mtr but not exceeding 500 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point all as specified and directed | 6 | Cum | - | - |
| 6 | M&L for cement concrete type D-2, mix 1:4:8 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, sub base of floor etc all as specified and directed. | 3.07 | Cum | - | - |
| 7 | Spreading and leveling soil in layers not exc 25 cm thick, well ramming including watering as required all as specified. (Note: Soil obtained from Item No. 2.00 above shall be used) | 7 | Cum | - | - |
| 8 | M&L for brick work with sub-class `B' bricks, straight or curved on plan exc 6.0 mtr mean radius built in cement mortar 1:6 all as specified. | 15 | Cum | - | - |
| 9 | M&L for fly ash brick work with old size bricks having crushing strength not less 75 kg/ Sqcm, straight or curved on plan and built in cement mortar 1:6 all as specified. | 20 | Cum | - | - |
| 10 | M&L for 40 mm thick cement concrete 1:2:4 tppe B-0 (using 12.5 mm graded stone aggregate) mixed with water proofing compound as per manufacturer's instruction as in damp proof course to horizontal or vertical surface including necessary form work all as specified. | 3 | Sqm | - | - |
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