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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-Finance | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹8.7 L+₹47,828.50 (5.84%)Rejected-Finance 66 C O J R NAICKER ASWATHNAGAR SANJAYNAGAR P O BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | L2 | Rejected-Finance Not Being L1 | |
| 3 | L3₹9.3 L+₹1.1 L (13.7%)Rejected-Finance | L3 | Rejected-Finance Not Being L1 | |
| 4 | L4₹9.6 L+₹1.4 L (17.6%)Rejected-Finance NEAR RAZZAQ FARM DEVPUR DEVKA POST OFFICE KATHGANIA HALDWANI DISTRICT NAINITAL U K | L4 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | OM SAI ASSOCIATES AND DEVELOPERS L3 | om enterprises L2 | M/s RK JOSHI&SONS L4 | Alishba Enterprises L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, n exc 10 sqm on plan and n exc 1.5m in depth and getting out any type of soil complete all as specified and as directed. | 6 | Cum | 200 ₹1,200 | 200 ₹1,200 | 245 ₹1,470 | 192 ₹1,152 Lowest |
| 2.00 | Surface excavation n. exc 30cm deep and averaging 15cm deep and getting out in hard soil/dense soil/existing surface complete all as specified and directed. | 12.5 | Sqm | 10 ₹125 Lowest | 30 ₹375 | 25 ₹312.5 | 92 ₹1,150 |
| 3.00 | Removing excavated materials n. exc. 50 m and depositing were directed at a level n exc 1.5 mtr above the staring point complete as specified and as directed. | 3.6 | Cum | 50 ₹180 Lowest | 150 ₹540 | 165 ₹594 | 350 ₹1,260 |
| 4.00 | Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed | 2.4 | Cum | 20 ₹48 Lowest | 100 ₹240 | 120 ₹288 | 92 ₹220.8 |
| 5.00 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. | 5 | Cum | 400 ₹2,000 Lowest | 1,400 ₹7,000 | 1,200 ₹6,000 | 700 ₹3,500 |
| 6.00 | M&L for hard core of gauge n.exc 63mm , degorited spread and levelled in layers n.exc 15mm thick watered and rammed to a tree surface with broken stone or boulders complete all as specified & as directed.. | 7.5 | Cum | 1,300 ₹9,750 | 2,000 ₹15,000 | 1,200 ₹9,000 | 1,100 ₹8,250 Lowest |
| 7.00 | M&L 25mm thick PCC 1:2:4 type B0 (12.50mm graded crushed stone aggregate) as in floors finished even & smooth using extra cement in patches, complete all as specified and directed. | 12.5 | Sqm | 280 ₹3,500 | 200 ₹2,500 | 7,500 ₹93,750 | 192 ₹2,400 Lowest |
| 8.00 | M&L Acid resistant tiles 15mm thick vitreous ceramic, unglazed, set, jointed and pointed in chemical resistant mortar, resin type, in floors laid over and including 15 mm thick screed bed or bedding layer in CM (1:4) complete all as specfied and directed. | 12.5 | Sqm | 1,200 ₹15,000 | 1,800 ₹22,500 | 265 ₹3,312.5 Lowest | 1,250 ₹15,625 |
| 9.00 | All as per above item no-08 but in skirting with rendering 10mm thick CM 1:4 complete all as specified and as directed. | 1.5 | Sqm | 1,300 ₹1,950 | 2,000 ₹3,000 | 275 ₹412.5 Lowest | 1,050 ₹1,575 |
| 10.00 | M& L for Cement concrete type E-2 1:4:8 (using 40 mm graded aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 1.85 | Cum | 2,800 ₹5,180 | 5,500 ₹10,175 | 5,600 ₹10,360 | 2,500 ₹4,625 Lowest |
Tender Value
₹9.7 L
EMD Value
₹19,400
Closing Date
1 Sept 2026, 6:00 pmClosed
AGE INDEP AF BHOWALI
AGE INDEP AF BHOWALI
PROVN OF BCR AT ADMIN SITE AT AF STN BHOWALI
2026_MES_778873_2
8020
Open Tender
Civil Works
Item Rate
180 days
AIRFORCE STATION BHOWALI
As per Tender Documents
7 documents required · 7 mandatory
₹500
AGE INDEP AF BHOWALI
₹19,400
Yes
12 Oct 2026
3 Aug 2026
3 Sept 2026
3 Aug 2026
1 Sept 2026
18 Aug 2026
3 Aug 2026 - 25 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, n exc 10 sqm on plan and n exc 1.5m in depth and getting out any type of soil complete all as specified and as directed. | 6 | Cum | - | - |
| 2 | Surface excavation n. exc 30cm deep and averaging 15cm deep and getting out in hard soil/dense soil/existing surface complete all as specified and directed. | 12.5 | Sqm | - | - |
| 3 | Removing excavated materials n. exc. 50 m and depositing were directed at a level n exc 1.5 mtr above the staring point complete as specified and as directed. | 3.6 | Cum | - | - |
| 4 | Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed | 2.4 | Cum | - | - |
| 5 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. | 5 | Cum | - | - |
| 6 | M&L for hard core of gauge n.exc 63mm , degorited spread and levelled in layers n.exc 15mm thick watered and rammed to a tree surface with broken stone or boulders complete all as specified & as directed.. | 7.5 | Cum | - | - |
| 7 | M&L 25mm thick PCC 1:2:4 type B0 (12.50mm graded crushed stone aggregate) as in floors finished even & smooth using extra cement in patches, complete all as specified and directed. | 12.5 | Sqm | - | - |
| 8 | M&L Acid resistant tiles 15mm thick vitreous ceramic, unglazed, set, jointed and pointed in chemical resistant mortar, resin type, in floors laid over and including 15 mm thick screed bed or bedding layer in CM (1:4) complete all as specfied and directed. | 12.5 | Sqm | - | - |
| 9 | All as per above item no-08 but in skirting with rendering 10mm thick CM 1:4 complete all as specified and as directed. | 1.5 | Sqm | - | - |
| 10 | M& L for Cement concrete type E-2 1:4:8 (using 40 mm graded aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 1.85 | Cum | - | - |
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