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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.1 LAccepted-AOC | ₹42.1 L | L1 | Accepted-AOC L1 and reasonable |
| 2 | L2₹43.1 L+₹1.0 L (2.39%)Rejected-AOC H NO 19 6 243 1 NGO S COLONY SHIV NAGAR NORTH BIDAR 585401 | BIDAR | KARNATAKA | 585401 | ₹43.1 L+₹1.0 L (2.39%) | L2 | Rejected-AOC Not L1 |
| 3 | L3₹43.6 L+₹1.5 L (3.67%)Rejected-AOC H1 7 8 IT PARK ROAD NO 4 IPIA KOTA RAJ 324005 | KOTA | RAJASTHAN | 324005 | ₹43.6 L+₹1.5 L (3.67%) | L3 | Rejected-AOC Not L1 |
| 4 | L4₹43.8 L+₹1.7 L (4.03%)Rejected-AOC | ₹43.8 L+₹1.7 L (4.03%) | L4 | Rejected-AOC Not L1 |
| 5 | L5₹44.5 L+₹2.4 L (5.63%)Rejected-AOC NO 3 26 DHUMANSOOR BIDAR DHUMANSUR KARNATAKA 585353 | BIDAR | KARNATAKA | 585353 | ₹44.5 L+₹2.4 L (5.63%) | L5 | Rejected-AOC Not L1 |
| Sl No | Description | Qty | Unit | Siddique constructions L6 | AMAR CONSTRUCTION L1 | Satish Patpally L4 | Aditya Enterprises L3 | RAMESH CONSTRUCTION COMPANY L2 | NAYANA CONSTRUCTIONS L5 | SAYED MUSTAQ AHMED L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 0.00Schedules of Works | ||||||||||
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard / dense soil complete all as specified and as directed by Engineer-in-Charge. | 195 | SQUARE METRE | 75 ₹14,625 | 65 ₹12,675 | 70 ₹13,650 | 65 ₹12,675 | 60 ₹11,700 Lowest | 80 ₹15,600 | 77 ₹15,015 |
| 2.00 | Excavation in trenches not exceeding 1.50 m wide and not exceeding 1.50 m in depth for foundations or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10 Sqm on plan and not exceeding 1.50 m in depth and getting out in hard / dense soil complete all as specified and as directed. | 136 | CUBIC METRE | 481 ₹65,416 | 465 ₹63,240 Lowest | 525 ₹71,400 | 500 ₹68,000 | 490 ₹66,640 | 540 ₹73,440 | 510 ₹69,360 |
| 3.00 | Material & Labour Plain cement concrete 1:4:8 (40 mm graded aggregate) type D2, as in foundations, filling and mass concrete complete all as specified and as directed. | 19 | CUBIC METRE | 4,899 ₹93,081 | 4,567 ₹86,773 | 4,555 ₹86,545 Lowest | 4,700 ₹89,300 | 4,585 ₹87,115 | 4,875 ₹92,625 | 5,000 ₹95,000 |
| 4.00 | Material & Labour for reinforced cement concrete (RCC) 1:2:4 type B-1 mix using 20 mm graded stone aggregate as in foundation footings, filling and mass concrete complete all as specified and as directed.
Note: Formwork and reinforcement will be measured and paid separately. | 54 | CUBIC METRE | 6,125 ₹3,30,750 | 5,678 ₹3,06,612 Lowest | 6,000 ₹3,24,000 | 5,900 ₹3,18,600 | 5,700 ₹3,07,800 | 5,777 ₹3,11,958 | 6,200 ₹3,34,800 |
| 5.00 | Use and waste From work to sides of concrete foundation footing bases of columns raft and raft beam, sides and soffit of foundation and plinth beam and similar works vertical or batter, flat and rough finished concrete surfaces, complete all as specified and as directed. | 108 | SQUARE METRE | 300 ₹32,400 | 265 ₹28,620 | 299 ₹32,292 | 290 ₹31,320 | 250 ₹27,000 Lowest | 350 ₹37,800 | 310 ₹33,480 |
| 6.00 | Material and labour, for TMT bars 10mm dia & over cut to length bent to shape as required including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality confirm to TMT Bar of Fe-500D IS-1786 complete all as specified and directed. | 5,173 | KILO GRAM | 120 ₹6,20,760 | 110 ₹5,69,030 Lowest | 111 ₹5,74,203 | 117 ₹6,05,241 | 115 ₹5,94,895 | 110 ₹5,69,030 Lowest | 120 ₹6,20,760 |
| 7.00 | All as per Serial item no. 6 but 5mm dia and over up to & including 10 mm dia in stirrups and spacers complete all as specified and as directed. | 1,293 | KILO GRAM | 120 ₹1,55,160 | 110 ₹1,42,230 Lowest | 111 ₹1,43,523 | 117 ₹1,51,281 | 115 ₹1,48,695 | 110 ₹1,42,230 Lowest | 120 ₹1,55,160 |
| 8.00 | Material and labour for providing Pre-cast cement concrete block masonry with Grade 'C' solid block, exceeding 10 cm in width, having minimum compressive strength of 50 Kg / Sq cm as per IS 2185 (Part-I) 2005 and set in CM 1:6 complete all as specified. | 49.2 | CUBIC METRE | 6,000 ₹2,95,200 | 5,678 ₹2,79,357.6 Lowest | 5,845 ₹2,87,574 | 5,700 ₹2,80,440 | 5,700 ₹2,80,440 | 5,999 ₹2,95,150.8 | 6,100 ₹3,00,120 |
| 9.00 | Material & Labour plain cement concrete Type C-2, 1:3:6 (40 mm graded aggregate) as in plinth protection, including necessary formwork and filling joints with sealing compound Grade 'A', complete all as specified and as directed. | 82 | CUBIC METRE | 4,900 ₹4,01,800 | 4,567 ₹3,74,494 Lowest | 4,666 ₹3,82,612 | 4,735 ₹3,88,270 | 4,600 ₹3,77,200 | 4,980 ₹4,08,360 | 5,000 ₹4,10,000 |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
3 Jul 2026, 6:00 pmClosed
GE (AF) Bidar
Garrison Engineer (Air Force) Bidar, Military Engineer Services, Air Force Station Bidar, Bidar-585401
PROVISION OF STORM WATER DRAIN AROUND OPS COMPLEX OF HOTS A AND HOTS B IN TECHNICAL AREA UNDER AFS BIDAR
2026_MES_771911_1
CA NO. GE(AF)/BID/TOKEN/ 14 OF 2026-2027 8239/E8
Open Tender
Civil Works
Item Rate
270 days
Bidar
As per NIT
8 documents required · 8 mandatory
₹500
GE (AF) Bidar
₹87,000
Yes
4 Sept 2026
12 Jun 2026
10 Jul 2026
12 Jun 2026
3 Jul 2026
26 Jun 2026
12 Jun 2026 - 25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0 | Schedules of Works | - | - | - | - |
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard / dense soil complete all as specified and as directed by Engineer-in-Charge. | 195 | SQUARE METRE | - | - |
| 2 | Excavation in trenches not exceeding 1.50 m wide and not exceeding 1.50 m in depth for foundations or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10 Sqm on plan and not exceeding 1.50 m in depth and getting out in hard / dense soil complete all as specified and as directed. | 136 | CUBIC METRE | - | - |
| 3 | Material & Labour Plain cement concrete 1:4:8 (40 mm graded aggregate) type D2, as in foundations, filling and mass concrete complete all as specified and as directed. | 19 | CUBIC METRE | - | - |
| 4 | Material & Labour for reinforced cement concrete (RCC) 1:2:4 type B-1 mix using 20 mm graded stone aggregate as in foundation footings, filling and mass concrete complete all as specified and as directed.
Note: Formwork and reinforcement will be measured and paid separately. | 54 | CUBIC METRE | - | - |
| 5 | Use and waste From work to sides of concrete foundation footing bases of columns raft and raft beam, sides and soffit of foundation and plinth beam and similar works vertical or batter, flat and rough finished concrete surfaces, complete all as specified and as directed. | 108 | SQUARE METRE | - | - |
| 6 | Material and labour, for TMT bars 10mm dia & over cut to length bent to shape as required including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality confirm to TMT Bar of Fe-500D IS-1786 complete all as specified and directed. | 5,173 | KILO GRAM | - | - |
| 7 | All as per Serial item no. 6 but 5mm dia and over up to & including 10 mm dia in stirrups and spacers complete all as specified and as directed. | 1,293 | KILO GRAM | - | - |
| 8 | Material and labour for providing Pre-cast cement concrete block masonry with Grade 'C' solid block, exceeding 10 cm in width, having minimum compressive strength of 50 Kg / Sq cm as per IS 2185 (Part-I) 2005 and set in CM 1:6 complete all as specified. | 49.2 | CUBIC METRE | - | - |
| 9 | Material & Labour plain cement concrete Type C-2, 1:3:6 (40 mm graded aggregate) as in plinth protection, including necessary formwork and filling joints with sealing compound Grade 'A', complete all as specified and as directed. | 82 | CUBIC METRE | - | - |
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