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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹7.9 L (7.34%)Admitted-Finance | ₹1.2 Cr+₹7.9 L (7.34%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹12.0 L (11.1%)Admitted-Finance | ₹1.2 Cr+₹12.0 L (11.1%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹14.6 L (13.6%)Admitted-Finance | ₹1.2 Cr+₹14.6 L (13.6%) | L4 | Admitted-Finance |
| 5 | L5₹1.2 Cr+₹15.5 L (14.3%)Admitted-Finance | ₹1.2 Cr+₹15.5 L (14.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Indu Electricals L2 | SUN LIGHT HOUSE L3 | SHILPA CONSTRUCTION COMPANY L6 | Sri Lakshmi Enterprises L8 | BEKKAM CONSTRUCTIONS L7 | Sri Associates L1 | SRI SAI ENTERPRISES L4 | M.R.ENTERPRISES L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete of Nominal concrete 1:3:6 or richer mix (i/c equivalent manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | 12.24 | Cum | 500 ₹6,120 | 555 ₹6,793.2 | 550 ₹6,732 | 639 ₹7,821.36 | 100 ₹1,224 Lowest | 900 ₹11,016 | 512 ₹6,266.88 | 515 ₹6,303.6 |
| 2.00 | Earth work in all kind of soils 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 and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge | 1,143.75 | Cum | 675 ₹7,72,031.25 | 650 ₹7,43,437.5 | 700 ₹8,00,625 | 459 ₹5,24,981.25 | 150 ₹1,71,562.5 Lowest | 360 ₹4,11,750 | 685 ₹7,83,468.75 | 677 ₹7,74,318.75 |
| 3.00 | Providing and laying in position ready mixed or site batched design mix cement Concrete of M25 grade with minimum cement content of 330 kg /cum for reinforced cement concrete work as in foundattion using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.all complete as per direction of Engineer-in-Charge | 121.3 | Cum | 7,500 ₹9,09,750 | 7,350 ₹8,91,555 Lowest | 7,600 ₹9,21,880 | 8,199 ₹9,94,538.7 | 10,000 ₹12,13,000 | 9,000 ₹10,91,700 | 7,512 ₹9,11,205.6 | 7,580 ₹9,19,454 |
| 4.00 | Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level | 24,021 | Kg | 115 ₹27,62,415 | 116 ₹27,86,436 | 120 ₹28,82,520 | 126 ₹30,26,646 | 200 ₹48,04,200 | 111 ₹26,66,331 Lowest | 118 ₹28,34,478 | 118 ₹28,34,478 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns,all complete as per direction of Engineer-in-Charge | 169 | Sqm | 800 ₹1,35,200 | 820 ₹1,38,580 | 820 ₹1,38,580 | 999 ₹1,68,831 | 250 ₹42,250 Lowest | 900 ₹1,52,100 | 812 ₹1,37,228 | 826 ₹1,39,594 |
| 6.00 | -Ditto -but as in Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.all complete as per direction of Engineer-in-Charge | 530 | Sqm | 800 ₹4,24,000 | 820 ₹4,34,600 | 825 ₹4,37,250 | 999 ₹5,29,470 | 300 ₹1,59,000 Lowest | 900 ₹4,77,000 | 811 ₹4,29,830 | 830 ₹4,39,900 |
| 7.00 | M/L PCC 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as in foundation etc | 45 | Cum | 5,500 ₹2,47,500 | 5,200 ₹2,34,000 | 5,600 ₹2,52,000 | 6,399 ₹2,87,955 | 6,000 ₹2,70,000 | 5,004 ₹2,25,180 Lowest | 5,515 ₹2,48,175 | 5,666 ₹2,54,970 |
| 8.00 | M/L PCC 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)all complete as per direction of Engineer-in-Charge | 175.5 | Cum | 5,000 ₹8,77,500 Lowest | 5,100 ₹8,95,050 | 5,100 ₹8,95,050 | 7,299 ₹12,80,974.5 | 7,000 ₹12,28,500 | 7,200 ₹12,63,600 | 5,514 ₹9,67,707 | 5,260 ₹9,23,130 |
| 9.00 | 15 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | 263 | Sqm | 300 ₹78,900 | 320 ₹84,160 | 330 ₹86,790 | 459 ₹1,20,717 | 250 ₹65,750 Lowest | 400 ₹1,05,200 | 312 ₹82,056 | 316 ₹83,108 |
| 10.00 | Material and labour for Boulder pitching is grouted with cement and sand mortar 1:6 handpacked tightly all as specified and as directed. | 301.13 | Cum | 3,500 ₹10,53,955 | 3,600 ₹10,84,068 | 3,550 ₹10,69,011.5 | 396 ₹1,19,247.48 Lowest | 3,500 ₹10,53,955 | 2,200 ₹6,62,486 | 3,512 ₹10,57,568.56 | 3,545 ₹10,67,505.85 |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
30 May 2026, 6:00 pmClosed
GE(I) R AND D RCI, HYDERABAD
GE(I) RND RCI, MILITARY ENGINEER SERVICES, VIGNYANAKANCHA, RCI, HYDERABAD
ADDITIONAL/ALTERATION TO SECURITY WALL OF TECHNICAL AREA NEAR WATCH TOWER NO.5 OF RCI HYDERABAD
2026_MES_755080_2
8390
Open Tender
Civil Works
Item Rate
120 days
GE(I) R AND D RCI
MES enlisted Class B category a i Un enlisted Meeting enlistment criteria of B 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
₹2.3 L
Yes
12 Jun 2026
16 May 2026
2 Jun 2026
16 May 2026
30 May 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing cement concrete of Nominal concrete 1:3:6 or richer mix (i/c equivalent manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | 12.24 | Cum | - | - |
| - | Earth work in all kind of soils 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 and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge | 1,143.75 | Cum | - | - |
| - | Providing and laying in position ready mixed or site batched design mix cement Concrete of M25 grade with minimum cement content of 330 kg /cum for reinforced cement concrete work as in foundattion using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.all complete as per direction of Engineer-in-Charge | 121.3 | Cum | - | - |
| - | Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level | 24,021 | Kg | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns,all complete as per direction of Engineer-in-Charge | 169 | Sqm | - | - |
| - | -Ditto -but as in Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.all complete as per direction of Engineer-in-Charge | 530 | Sqm | - | - |
| - | M/L PCC 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as in foundation etc | 45 | Cum | - | - |
| - | M/L PCC 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)all complete as per direction of Engineer-in-Charge | 175.5 | Cum | - | - |
| - | 15 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | 263 | Sqm | - | - |
| - | Material and labour for Boulder pitching is grouted with cement and sand mortar 1:6 handpacked tightly all as specified and as directed. | 301.13 | Cum | - | - |
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