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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Finance B 1015 GREENFIELD COLONY SECTOR 42 FARIDABAD HARYANA 121010 | FARIDABAD | HARYANA | 121010 | L1 | Admitted-Finance | |
| 2 | L2₹4.5 L+₹32,983.16 (7.91%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Vibrant Enterprises L1 | vinod kumar L2 |
|---|---|---|---|---|---|
| 1.00Repair and rooftop waterproofing work for X-ray unit building at CH-1, CRPF New Delhi. | |||||
| 1.01 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge. | 1 | Each | 500 ₹500 Lowest | 390 ₹780 |
| 1.02 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles above 25 mm and up to 40 mm | 1.8 | Sqm | 126 ₹126 Lowest | 160.2 ₹160.2 |
| 1.03 | Dismantling tile work in wall laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm | 5.38 | Sqm | 349.7 ₹349.7 Lowest | 349.7 ₹349.7 Lowest |
| 1.04 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 28.33 | Sqm | 1,416.5 ₹1,416.5 Lowest | 1,416.5 ₹1,416.5 Lowest |
| 1.05 | Dismantling old C.I. pipes ncluding excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre: :100 mm diameter C.I. pipe | 5 | Mtr | 1,450 ₹1,450 Lowest | 1,450 ₹1,450 Lowest |
| 1.06 | Dismantling G.I (internal work) including taking out the pipes, manually / by mechanical means including stacking of pipes within 50 mtrs lead as per direction of engineer-in-charge. :: 15 mm to 40 mm nominal bore | 10 | Mtr | 500 ₹500 Lowest | 500 ₹500 Lowest |
| 1.07 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge :: Nominal concrete 1:3:6 or richer mix (i/c quivalent design mix) | 0.3 | Cum | 360 ₹360 Lowest | 360 ₹360 Lowest |
| 1.08 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). | 1.8 | Sqm | 1,618.2 ₹1,618.2 Lowest | 1,618.2 ₹1,618.2 Lowest |
| 1.09 | 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::1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.3 | Cum | 2,700 ₹2,700 Lowest | 2,700 ₹2,700 Lowest |
Tender Value
₹4.2 L
EMD Value
₹8,373
Closing Date
21 Aug 2026, 3:00 pmClosed
Asst.Comdt.Engineer
Office of The DIGP GC CRPF New Delhi 110072
As per NIT
2026_CRPF_921636_1
B.V-1/2025-26-GCDEL-MW(CH Delhi)
Open Tender
Civil Works - Buildings
Works
30 days
CH-1, CRPF
As per NIT
3 documents required · 3 mandatory
₹0
₹8,373
30 Sept 2026
11 Aug 2026
22 Aug 2026
11 Aug 2026
21 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Repair and rooftop waterproofing work for X-ray unit building at CH-1, CRPF New Delhi. | |||||
| 1.01 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge. | 1 | Each | - | - |
| 1.02 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles above 25 mm and up to 40 mm | 1.8 | Sqm | - | - |
| 1.03 | Dismantling tile work in wall laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm | 5.38 | Sqm | - | - |
| 1.04 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 28.33 | Sqm | - | - |
| 1.05 | Dismantling old C.I. pipes ncluding excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre: :100 mm diameter C.I. pipe | 5 | Mtr | - | - |
| 1.06 | Dismantling G.I (internal work) including taking out the pipes, manually / by mechanical means including stacking of pipes within 50 mtrs lead as per direction of engineer-in-charge. :: 15 mm to 40 mm nominal bore | 10 | Mtr | - | - |
| 1.07 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge :: Nominal concrete 1:3:6 or richer mix (i/c quivalent design mix) | 0.3 | Cum | - | - |
| 1.08 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). | 1.8 | Sqm | - | - |
| 1.09 | 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::1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.3 | Cum | - | - |
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