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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹42.2 L+₹1.4 L (3.53%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹45.7 L+₹4.9 L (11.9%)Admitted-Finance 12 2 332 21 HILL COLONY OPP SUNRISE SCHOOL MEHDIPATNAM HYDERABAD 500028 | HYDERABAD | HYDERABAD | TELANGANA | 500028 | L3 | Admitted-Finance | |
| 4 | L4₹46.6 L+₹5.7 L (14.1%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹47.5 L+₹6.7 L (16.3%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K CHANDRAPAL REDDY L2 | PAVAN ENTERPRISES L4 | M/s K Venkateswara Rao L6 | Indu Electricals L1 | rahi consultant L3 | SUN LIGHT HOUSE L8 | ELEVATORS MAINTENANCE ENGINEER WORKS L7 | sanjar enterprises L5 | WELDECOR L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 32 | Cum | 360 ₹11,520 | 750 ₹24,000 | 450 ₹14,400 | 700 ₹22,400 | 280 ₹8,960 | 250 ₹8,000 Lowest | 275 ₹8,800 | 600 ₹19,200 | 250 ₹8,000 Lowest |
| 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 up to 50 m and lift upto 1.5 m. | 5.4 | Cum | 90 ₹486 Lowest | 250 ₹1,350 | 360 ₹1,944 | 250 ₹1,350 | 160 ₹864 | 240 ₹1,296 | 255 ₹1,377 | 200 ₹1,080 | 220 ₹1,188 |
| 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. | 26.6 | Cum | 360 ₹9,576 | 1,000 ₹26,600 | 720 ₹19,152 | 300 ₹7,980 | 300 ₹7,980 | 230 ₹6,118 | 224 ₹5,958.4 | 200 ₹5,320 Lowest | 220 ₹5,852 |
| 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) | 53 | Cum | 4,779 ₹2,53,287 | 7,200 ₹3,81,600 | 4,500 ₹2,38,500 | 5,500 ₹2,91,500 | 6,000 ₹3,18,000 | 7,860 ₹4,16,580 | 7,650 ₹4,05,450 | 4,000 ₹2,12,000 Lowest | 7,500 ₹3,97,500 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 37 | Cum | 4,959 ₹1,83,483 Lowest | 8,500 ₹3,14,500 | 9,000 ₹3,33,000 | 6,000 ₹2,22,000 | 8,200 ₹3,03,400 | 9,450 ₹3,49,650 | 9,380 ₹3,47,060 | 6,500 ₹2,40,500 | 9,000 ₹3,33,000 |
| 6.00 | Providing and laying in position specified grade of reinforced cement concrete, 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) | 13.8 | Cum | 5,490 ₹75,762 | 10,000 ₹1,38,000 | 4,050 ₹55,890 Lowest | 7,000 ₹96,600 | 9,500 ₹1,31,100 | 10,320 ₹1,42,416 | 9,980 ₹1,37,724 | 6,500 ₹89,700 | 10,000 ₹1,38,000 |
| 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 20 mm nominal size derived from natural sources) | 4.5 | Cum | 5,490 ₹24,705 Lowest | 10,000 ₹45,000 | 12,600 ₹56,700 | 7,000 ₹31,500 | 10,500 ₹47,250 | 14,550 ₹65,475 | 14,690 ₹66,105 | 6,500 ₹29,250 | 12,000 ₹54,000 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete | 100 | Sqm | 783 ₹78,300 | 650 ₹65,000 | 900 ₹90,000 | 800 ₹80,000 | 400 ₹40,000 Lowest | 495 ₹49,500 | 512 ₹51,200 | 800 ₹80,000 | 500 ₹50,000 |
| 9.00 | 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 | 1,022 | Kg | 90 ₹91,980 Lowest | 165 ₹1,68,630 | 360 ₹3,67,920 | 120 ₹1,22,640 | 125 ₹1,27,750 | 162 ₹1,65,564 | 168 ₹1,71,696 | 190 ₹1,94,180 | 150 ₹1,53,300 |
| 10.00 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. n gratings, frames, guard bar, ladder, railings, brackets,
gates and similar works, all complete | 7,600 | Kg | 121.4 ₹9,22,640 Lowest | 160 ₹12,16,000 | 180 ₹13,68,000 | 140 ₹10,64,000 | 175 ₹13,30,000 | 182 ₹13,83,200 | 183 ₹13,90,800 | 190 ₹14,44,000 | 190 ₹14,44,000 |
Tender Value
₹45.4 L
EMD Value
₹91,000
Closing Date
7 Jul 2026, 6:00 pmClosed
GE(I) R AND D RCI, HYDERABAD
GE(I) RND RCI, MILITARY ENGINEER SERVICES, VIGNYANAKANCHA, RCI, HYDERABAD
PROVISION OF STORAGE SHED IN CPDC ASL HYDERABAD
2026_MES_772534_1
8440
Open Tender
Electrical and Maintenance 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
₹91,000
Yes
17 Jul 2026
16 Jun 2026
9 Jul 2026
16 Jun 2026
7 Jul 2026
30 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. | 32 | 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 up to 50 m and lift upto 1.5 m. | 5.4 | 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. | 26.6 | 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) | 53 | Cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 37 | Cum | - | - |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, 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) | 13.8 | 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 20 mm nominal size derived from natural sources) | 4.5 | Cum | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete | 100 | Sqm | - | - |
| 9 | 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 | 1,022 | Kg | - | - |
| 10 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. n gratings, frames, guard bar, ladder, railings, brackets,
gates and similar works, all complete | 7,600 | Kg | - | - |
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