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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC 6 4 70 ADARSHNAGAR NEAR SHIVARAMPALLY RAILWAY STATION RAJENDRANAGAR RANGAREDDY 500077 | RANGA REDDY | TELANGANA | 500077 | ₹2.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.1 Cr+₹3.0 L (1.45%)Rejected-Finance 6 4 70 ADARSH NAGAR SAI BABA NAGAR ARAMGHAR RAJENDRANAGAR RANGA REDDY TELENGANA PIN 500052 | RANGA REDDY | TELANGANA | 500052 | ₹2.1 Cr+₹3.0 L (1.45%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical The firm has not submitted required documents as per NIT |
| 4 | Rejected-Technical | - | - | Rejected-Technical The firm has not submitted required documents as per NIT |
| 5 | Rejected-Technical | - | - | Rejected-Technical The firm has not submitted required documents as per NIT |
| Sl No | Description | Qty | Unit | Komere Manoj Kumar L1 | K arjun kumar L2 |
|---|---|---|---|---|---|
| 1.00 | Job work for preparation of Structural & Architectural design/drawing including Soil Testing (minimum 4 boreholes up to 6m depth) for the work , standard penetration tests, lab tests, detailed geotechnical report, complete structural & architectural design/drawings vetted by IIT/ NIT/ Govt. Engineering College, submission in hard & soft copies, and all other related formalities, complete in all respects, as per direction of Engineer-in-Charge. | 1 | Job | 2,00,000 ₹2,00,000 Lowest | 2,00,010 ₹2,00,010 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 4,690 | Cum | 300 ₹14,07,000 Lowest | 302 ₹14,16,380 |
| 3.00 | 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 up to 1.5 m. | 650 | Cum | 300 ₹1,95,000 Lowest | 305 ₹1,98,250 |
| 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 : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 181 | Cum | 7,000 ₹12,67,000 Lowest | 7,100 ₹12,85,100 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 741 | sqm | 800 ₹5,92,800 Lowest | 810 ₹6,00,210 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 2,350 | sqm | 800 ₹18,80,000 Lowest | 810 ₹19,03,500 |
| 7.00 | 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) | 640 | Cum | 11,000 ₹70,40,000 Lowest | 11,200 ₹71,68,000 |
| 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. | 64,000 | Kg | 98 ₹62,72,000 | 95 ₹60,80,000 Lowest |
| 9.00 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | 3,830 | Sqm | 255 ₹9,76,650 Lowest | 300 ₹11,49,000 |
| 10.00 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 860 | Sqm | 1,000 ₹8,60,000 Lowest | 1,150 ₹9,89,000 |
Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
24 Sept 2025, 10:00 amClosed
COMMANDANT ENGINEER CONTRACT CELL SZ HQR
CONTRACT CELL SOUTH ZONE HQR CRPF HYDERABAD TELANGANA PIN 500005
CONSTRUCTION OF TOE WALL RCC STORM WATER DRAIN AND EARTHEN DRAIN FOR NEWLY CONSTRUCTED 304 NOS TYPE II RESIDENTIAL QUARTERS
2025_CRPF_877778_1
B.V-4/2024-25-SZ-Works (GC BLR) Major Work T/016
Open Tender
Civil Works
Item Rate
165 days
GC CRPF BANGALORE
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹4.2 L
1 Dec 2025
17 Sept 2025
25 Sept 2025
17 Sept 2025
24 Sept 2025
17 Sept 2025
Amount
Job work for preparation of Structural & Architectural design/drawing including Soil Testing (minimum 4 boreholes up to 6m depth) for the work , standard penetration tests, lab tests, detailed geotechnical report, complete structural & architectural design/drawings vetted by IIT/ NIT/ Govt. Engineering College, submission in hard & soft copies, and all other related formalities, complete in all respects, as per direction of Engineer-in-Charge.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
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 up to 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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)
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.
Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
K arjun kumar (BID ID -3287687)
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