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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC 6 4 70 ADARSHNAGAR NEAR SHIVARAMPALLY RAILWAY STATION RAJENDRANAGAR RANGAREDDY 500077 | RANGA REDDY | TELANGANA | 500077 | L1 | Accepted-AOC LOWEST RATE QUOTED | |
| 2 | L2₹10.0 L+₹25,399.50 (2.61%)Rejected-Finance 6 4 70 ADARSH NAGAR SAI BABA NAGAR ARAMGHAR RAJENDRANAGAR RANGA REDDY TELENGANA PIN 500052 | RANGA REDDY | TELANGANA | 500052 | L2 | Rejected-Finance 2ND LOWEST RATE QUOTED | |
| 3 | Rejected-Technical H NO 8 2 603 H 62 GB NAGAR ROAD NO 10 BANJARA HILLS HYDERABAD 500034 | HYDERABAD | HYDERABAD | TELANGANA | 500034 | - | 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 |
| Sl No | Description | Qty | Unit | Komere Manoj Kumar L1 | K arjun kumar L2 |
|---|---|---|---|---|---|
| 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 and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil | 41 | cum | 200 ₹8,200 Lowest | 225 ₹9,225 |
| 2.00 | 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) | 4 | cum | 4,000 ₹16,000 Lowest | 4,100 ₹16,400 |
| 3.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 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) | 6 | cum | 5,000 ₹30,000 Lowest | 5,150 ₹30,900 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 17 | Sqm | 1,000 ₹17,000 Lowest | 1,050 ₹17,850 |
| 5.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 28 | cum | 3,000 ₹84,000 Lowest | 3,100 ₹86,800 |
| 6.00 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) | 59 | cum | 12,270 ₹7,23,930 Lowest | 12,500 ₹7,37,500 |
| 7.00 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter | 22.95 | Mtr | 300 ₹6,885 Lowest | 310 ₹7,114.5 |
| 8.00 | Pointing on stone work with cement mortar 1:3 (1 cement :3 fine sand) : Flush/ Ruled pointing | 143 | Sqm | 700 ₹1,00,100 Lowest | 725 ₹1,03,675 |
| 9.00 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar | 7 | cum | 1,000 ₹7,000 Lowest | 1,050 ₹7,350 |
| 10.00 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | 34 | Mtr | 500 ₹17,000 Lowest | 550 ₹18,700 |
Tender Value
₹10.0 L
EMD Value
₹20,100
Closing Date
23 May 2025, 1:25 pmClosed
COMMANDANT ENGINEER CONTRACT CELL SZ HQR
CONTRACT CELL SOUTH ZONE HQR CRPF HYDERABAD TELANGANA PIN 500005
REPAIR OF COLLAPSED DAMAGED BOUNDARY WALL AT NEAR BACK SIDE OF TYPE V QUARTERS AT GC, CRPF, HYDERABAD
2025_CRPF_856726_2
B.V-4/2025-26-SZ-Works (GC HYD) Minor Work T/001
Open Tender
Civil Works
Item Rate
90 days
GC CRPF CAMPUS HYDERABAD 500005
As per NIT
3 documents required · 3 mandatory
₹0
₹20,100
21 Aug 2025
16 May 2025
26 May 2025
16 May 2025
23 May 2025
16 May 2025
Amount
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 and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil
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)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 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)
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter
Pointing on stone work with cement mortar 1:3 (1 cement :3 fine sand) : Flush/ Ruled pointing
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
K arjun kumar (BID ID -3218993)
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