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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAdmitted-Finance | ₹7.3 L | L1 | Admitted-Finance |
| 2 | L2₹7.9 L+₹61,528.56 (8.44%)Admitted-Finance 66 C O J R NAICKER ASWATHNAGAR SANJAYNAGAR P O BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | ₹7.9 L+₹61,528.56 (8.44%) | L2 | Admitted-Finance |
| 3 | L3₹7.9 L+₹64,352.20 (8.83%)Admitted-Finance | ₹7.9 L+₹64,352.20 (8.83%) | L3 | Admitted-Finance |
| 4 | L4₹8.6 L+₹1.3 L (17.7%)Admitted-Finance NEAR RAZZAQ FARM DEVPUR DEVKA POST OFFICE KATHGANIA HALDWANI DISTRICT NAINITAL U K | ₹8.6 L+₹1.3 L (17.7%) | L4 | Admitted-Finance |
| 5 | L5₹8.9 L+₹1.7 L (22.7%)Admitted-Finance | ₹8.9 L+₹1.7 L (22.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ramsons L6 | OM SAI ASSOCIATES AND DEVELOPERS L5 | SIDDHIDATRI CONSTRUCTION L1 | om enterprises L2 | Alishba Enterprises L3 | M/s RK JOSHI&SONS L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed. | 50 | Sqm | 50 ₹2,500 | 10 ₹500 Lowest | 90 ₹4,500 | 20 ₹1,000 | 92 ₹4,600 | 200 ₹10,000 |
| 2.00 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation, etc or for shafts, wells, cespits, manholes pier hold etc n.exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in any type of soil, complete all as specified and directed. | 11.5 | Cum | 250 ₹2,875 | 200 ₹2,300 Lowest | 550 ₹6,325 | 200 ₹2,300 Lowest | 292 ₹3,358 | 345 ₹3,967.5 |
| 3.00 | M&L for PCC 1:4:8 type D2, using 40mm graded stone aggregate, as in foundation filing,sub base of floor, etc complete all as specified and directed | 2.1 | Cum | 2,500 ₹5,250 | 2,500 ₹5,250 | 2,200 ₹4,620 Lowest | 3,000 ₹6,300 | 2,200 ₹4,620 Lowest | 4,800 ₹10,080 |
| 4.00 | M & L high strength steel deformed TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally and binding with and including mild steel wire (annealed) not less than 0.90 mm dia, etc complete all as specified and directed. | 1,000 | Kg | 98 ₹98,000 | 95 ₹95,000 | 88 ₹88,000 | 75 ₹75,000 Lowest | 75 ₹75,000 Lowest | 105 ₹1,05,000 |
| 5.00 | M&L for Mild steel bars (TMT bars) 5mm dia and over upto and including 10mm dia in strriups,spaces,nibs and binders complete all as specified and directed. | 700 | Kg | 98 ₹68,600 | 106 ₹74,200 | 92 ₹64,400 | 80 ₹56,000 | 75 ₹52,500 Lowest | 103 ₹72,100 |
| 6.00 | M & L for use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter finished fair complete all as specified and directed | 20 | Sqm | 300 ₹6,000 | 300 ₹6,000 | 180 ₹3,600 Lowest | 350 ₹7,000 | 450 ₹9,000 | 245 ₹4,900 |
| 7.00 | M&L RCC M-20 (Nominal Mix) using 20 mm graded stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed | 5.1 | Cum | 6,200 ₹31,620 | 6,000 ₹30,600 Lowest | 6,500 ₹33,150 | 6,800 ₹34,680 | 6,000 ₹30,600 Lowest | 6,200 ₹31,620 |
| 8.00 | Returing, filling in trenches, incl spreading, levelling, watering and well ramming in layers not exc 25 Cm in hard/dense soil complete all as specified and directed. | 5 | Cum | 75 ₹375 | 20 ₹100 Lowest | 250 ₹1,250 | 100 ₹500 | 192 ₹960 | 123 ₹615 |
| 9.00 | Removing excavated material (soil) to a distance not. exc. 50 mtr and depositing where directed at a level nexc 1.5 mtr above the starting point. | 6.5 | Cum | 125 ₹812.5 | 50 ₹325 Lowest | 180 ₹1,170 | 150 ₹975 | 100 ₹650 | 190 ₹1,235 |
| 10.00 | M & L for use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions finished fair complete all as specified and directed | 40 | Sqm | 300 ₹12,000 | 600 ₹24,000 | 180 ₹7,200 Lowest | 860 ₹34,400 | 450 ₹18,000 | 245 ₹9,800 |
Tender Value
₹9.7 L
EMD Value
₹19,400
Closing Date
12 Aug 2026, 6:00 pmClosed
AGE INDEP AF BHOWALI
AGE INDEP AF BHOWALI
PROVN OF MAIN GATE AT MES COMPLEX AT AF STN BHOWALI.
2026_MES_778875_1
8022
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
14 Aug 2026
16 Jul 2026
14 Aug 2026
16 Jul 2026
12 Aug 2026
31 Jul 2026
16 Jul 2026 - 5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed. | 50 | Sqm | - | - |
| 2 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation, etc or for shafts, wells, cespits, manholes pier hold etc n.exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in any type of soil, complete all as specified and directed. | 11.5 | Cum | - | - |
| 3 | M&L for PCC 1:4:8 type D2, using 40mm graded stone aggregate, as in foundation filing,sub base of floor, etc complete all as specified and directed | 2.1 | Cum | - | - |
| 4 | M & L high strength steel deformed TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally and binding with and including mild steel wire (annealed) not less than 0.90 mm dia, etc complete all as specified and directed. | 1,000 | Kg | - | - |
| 5 | M&L for Mild steel bars (TMT bars) 5mm dia and over upto and including 10mm dia in strriups,spaces,nibs and binders complete all as specified and directed. | 700 | Kg | - | - |
| 6 | M & L for use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter finished fair complete all as specified and directed | 20 | Sqm | - | - |
| 7 | M&L RCC M-20 (Nominal Mix) using 20 mm graded stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed | 5.1 | Cum | - | - |
| 8 | Returing, filling in trenches, incl spreading, levelling, watering and well ramming in layers not exc 25 Cm in hard/dense soil complete all as specified and directed. | 5 | Cum | - | - |
| 9 | Removing excavated material (soil) to a distance not. exc. 50 mtr and depositing where directed at a level nexc 1.5 mtr above the starting point. | - | Cum | - | - |
| 10 | M & L for use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions finished fair complete all as specified and directed | 40 | Sqm | - | - |
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