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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹33.4 L+₹4.3 L (14.7%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹38.2 L+₹9.1 L (31.1%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹43.3 L+₹14.1 L (48.6%)Admitted-Finance NO 9 6 203 1 G2 DURGA BHAVANI NAGAR CHAMPAPET HYDERABAD 500059 | HYDERABAD | TELANGANA | 500059 | L4 | Admitted-Finance | |
| 5 | L5₹43.8 L+₹14.7 L (50.3%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K CHANDRAPAL REDDY L1 | Indu Electricals L3 | PAVAN ENTERPRISES L7 | Anjana corporation L8 | Ravi Enterprises L10 | SUN LIGHT HOUSE L9 | MM PROJECTS L2 | SRI SAI ENTERPRISES L6 | M/S GDR CONSTRUCTIONS L4 | M/S PAVANI ENTERPRISES L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. | 16 | Cum | 630 ₹10,080 Lowest | 675 ₹10,800 | 800 ₹12,800 | 800 ₹12,800 | 820 ₹13,120 | 788 ₹12,608 | 1,000 ₹16,000 | 755 ₹12,080 | 800 ₹12,800 | 775 ₹12,400 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 9.45 | Cum | 90 ₹850.5 Lowest | 200 ₹1,890 | 500 ₹4,725 | 350 ₹3,307.5 | 360 ₹3,402 | 334 ₹3,156.3 | 300 ₹2,835 | 315 ₹2,976.75 | 350 ₹3,307.5 | 250 ₹2,362.5 |
| 3.00 | Removing excavated soil material upto 1.00 Km and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and as directed. | 7.42 | Cum | 270 ₹2,004.75 Lowest | 300 ₹2,227.5 | 500 ₹3,712.5 | 450 ₹3,341.25 | 480 ₹3,564 | 434 ₹3,222.45 | 500 ₹3,712.5 | 415 ₹3,081.38 | 450 ₹3,341.25 | 425 ₹3,155.62 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from naturalsources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.5 | Cum | 3,600 ₹5,400 | 4,500 ₹6,750 | 5,500 ₹8,250 | 6,000 ₹9,000 | 650 ₹975 Lowest | 5,450 ₹8,175 | 5,000 ₹7,500 | 5,125 ₹7,687.5 | 4,900 ₹7,350 | 5,500 ₹8,250 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 80 | Sqm | 810 ₹64,800 | 600 ₹48,000 | 800 ₹64,000 | 800 ₹64,000 | 850 ₹68,000 | 785 ₹62,800 | 350 ₹28,000 Lowest | 755 ₹60,400 | 700 ₹56,000 | 700 ₹56,000 |
| 6.00 | Providing and laying in position specified grade of reinforced cement concrete M-25, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 6 | Cum | 5,769 ₹34,614 Lowest | 6,000 ₹36,000 | 8,000 ₹48,000 | 8,500 ₹51,000 | 8,600 ₹51,600 | 7,980 ₹47,880 | 6,501 ₹39,006 | 7,512 ₹45,072 | 7,400 ₹44,400 | 7,800 ₹46,800 |
| 7.00 | Providing and laying up to floor five level reinforced cement concrete in foundation,columns and beams and the like excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | 2 | Cum | 5,769 ₹11,538 | 5,772 ₹11,544 | 7,500 ₹15,000 | 6,800 ₹13,600 | 7,000 ₹14,000 | 6,230 ₹12,460 | 6,500 ₹13,000 | 6,125 ₹12,250 | 6,100 ₹12,200 | 5,500 ₹11,000 Lowest |
| 8.00 | Steel reinforcement for R.C.C. work including straightening, cutting,bending,placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more | 1,140 | Kg | 108 ₹1,23,120 | 101 ₹1,15,140 Lowest | 150 ₹1,71,000 | 150 ₹1,71,000 | 180 ₹2,05,200 | 132 ₹1,50,480 | 150 ₹1,71,000 | 129 ₹1,47,060 | 150 ₹1,71,000 | 135 ₹1,53,900 |
| 9.00 | Providing and fixing Anchor bolts including bolts, nuts and washers complete. | 270.88 | Kg | 126 ₹34,130.88 Lowest | 180 ₹48,758.4 | 190 ₹51,467.2 | 200 ₹54,176 | 220 ₹59,593.6 | 191 ₹51,738.08 | 150 ₹40,632 | 189 ₹51,196.32 | 180 ₹48,758.4 | 170 ₹46,049.6 |
| 10.00 | Supply & fixing,Design and manufacturing of Tensile Fabric of Belgium SIOEN PVDF fabric membrane and connection system with Structural frame, hardware & accessories as per approved design including painting of materials. Size of Canopy/Shed = 1) 10.67 m x 10.67m x 4.5 m 2) 9.14m x 7.62m x 4.5 Total fabric area = 351.17 Sqm
Project Details: Tensile Membrane Fabric Structure Turnkey Contract offer includes – • Designing and manufacturing of tensile structure. • Supply of Apollo MS Structure and Fabrication of Steel Structure as per approved design. • Supply of SIOEN PVDF fabric membrane and connection system. • Primary & Secondary steel. • Hardware & Accessories. • Site Work including Fabrication of Steel Structure. • Painting. • Installation and Tensioning of Membrane Roof and Fine-tuning. | 351.17 | Sqm | 7,479 ₹26,26,400.43 Lowest | 10,073 ₹35,37,335.41 | 11,500 ₹40,38,455 | 11,500 ₹40,38,455 | 12,000 ₹42,14,040 | 12,120 ₹42,56,180.4 | 8,600 ₹30,20,062 | 11,512 ₹40,42,669.04 | 11,300 ₹39,68,221 | 11,500 ₹40,38,455 |
Tender Value
₹36.9 L
EMD Value
₹74,000
Closing Date
20 Jun 2026, 6:00 pmClosed
GE(I) R AND D RCI, HYDERABAD
GE(I) RND RCI, MILITARY ENGINEER SERVICES, VIGNYANAKANCHA, RCI, HYDERABAD
PROVISION OF OPEN SHED AT RCI MAIN GATE UNDER GE I RND RCI HYDERABAD
2026_MES_768777_1
8394
Open Tender
Civil Works
Item Rate
120 days
GE(I) R AND D RCI
MES enlisted Class D category a i Un enlisted Meeting enlistment criteria of D class in MES and having no recovery pending. For further details ref NIT
8 documents required · 8 mandatory
₹500
Yes
GE(I) R AND D RCI, HYDERABAD
₹74,000
Yes
15 Jul 2026
30 May 2026
22 Jun 2026
30 May 2026
20 Jun 2026
13 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. | 16 | Cum | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 9.45 | Cum | - | - |
| 3 | Removing excavated soil material upto 1.00 Km and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and as directed. | 7.43 | Cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from naturalsources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.5 | Cum | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 80 | Sqm | - | - |
| 6 | Providing and laying in position specified grade of reinforced cement concrete M-25, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - |
| 7 | Providing and laying up to floor five level reinforced cement concrete in foundation,columns and beams and the like excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | 2 | Cum | - | - |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting,bending,placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more | 1,140 | Kg | - | - |
| 9 | Providing and fixing Anchor bolts including bolts, nuts and washers complete. | 270.88 | Kg | - | - |
| 10 | Supply & fixing,Design and manufacturing of Tensile Febric of Balgium SIOEN PVDF fabric membrane and connection system with Structural frame, hardware & accessories as per approved design including painting of materials. (Material specification attached).Size of Canopy = 1) 10.67 m x 10.67m x 4.5m = 113.85 Sqm 2) 9.14m x 7.62m x 4.5m = 69.68 Sqm Total area = 183.53 Sqm | 351.17 | Sqm | - | - |
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