Tender For Estimate For Lining/Relining Of Watercourses Of O/L Rd 46500/46550-L Of Mamdot Disty By Laying Ugpl Of Village Mamdot Uttar District Ferozepur.
Tender Overview
Project Description
Tender for Estimate For Lining/Relining Of Watercourses Of O/L Rd 46500/46550-L Of Mamdot Disty By Laying Ugpl Of Village Mamdot Uttar District Ferozepur.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-May-2026 | Corrigendum6 | Date | 01-Jun-2026 |
| 2 | 22-May-2026 | Corrigendum4 | Date | 25-May-2026 |
| 3 | 25-May-2026 | Corrigendum5 | Date | 28-May-2026 |
| 4 | 20-May-2026 | Corrigendum3 | Date | 22-May-2026 |
| 5 | 18-May-2026 | Corrigendum2 | Date | 20-May-2026 |
| 6 | 15-May-2026 | Corrigendum1 | Date | 18-May-2026 |
| 7 | 20-May-2026 | Corrigendum3 | Date | 22-May-2026 |
| 8 | 18-May-2026 | Corrigendum2 | Date | 20-May-2026 |
| 9 | 15-May-2026 | Corrigendum1 | Date | 18-May-2026 |
| 10 | 22-May-2026 | Corrigendum4 | Date | 25-May-2026 |
| 11 | 03-Jun-2026 | Corrigendum9 | Date | 08-Jun-2026 |
| 12 | 01-Jun-2026 | Corrigendum7 | Date | 02-Jun-2026 |
| 13 | 02-Jun-2026 | Corrigendum8 | Date | 03-Jun-2026 |
| 14 | 28-May-2026 | Corrigendum6 | Date | 01-Jun-2026 |
| 15 | 25-May-2026 | Corrigendum5 | Date | 28-May-2026 |
| 16 | 02-Jun-2026 | Corrigendum8 | Date | 03-Jun-2026 |
| 17 | 28-May-2026 | Corrigendum6 | Date | 01-Jun-2026 |
| 18 | 01-Jun-2026 | Corrigendum7 | Date | 02-Jun-2026 |
| 19 | 25-May-2026 | Corrigendum5 | Date | 28-May-2026 |
| 20 | 22-May-2026 | Corrigendum4 | Date | 25-May-2026 |
| 21 | 08-Jun-2026 | Corrigendum10 | Date | 15-Jun-2026 |
| 22 | 01-Jun-2026 | Corrigendum7 | Date | 02-Jun-2026 |
| 23 | 03-Jun-2026 | Corrigendum9 | Date | 08-Jun-2026 |
| 24 | 02-Jun-2026 | Corrigendum8 | Date | 03-Jun-2026 |
| 25 | 28-May-2026 | Corrigendum6 | Date | 01-Jun-2026 |
| 26 | 15-Jun-2026 | Corrigendum11 | Date | 23-Jun-2026 |
| 27 | 08-Jun-2026 | Corrigendum10 | Date | 15-Jun-2026 |
| 28 | 15-May-2026 | Corrigendum1 | Date | 18-May-2026 |
| 29 | 22-May-2026 | Corrigendum4 | Date | 25-May-2026 |
| 30 | 18-May-2026 | Corrigendum2 | Date | 20-May-2026 |
| 31 | 20-May-2026 | Corrigendum3 | Date | 22-May-2026 |
| 32 | 15-May-2026 | Corrigendum1 | Date | 18-May-2026 |
| 33 | 25-May-2026 | Corrigendum5 | Date | 28-May-2026 |
| 34 | 20-May-2026 | Corrigendum3 | Date | 22-May-2026 |
| 35 | 22-May-2026 | Corrigendum4 | Date | 25-May-2026 |
| 36 | 18-May-2026 | Corrigendum2 | Date | 20-May-2026 |
| 37 | 23-Jun-2026 | Corrigendum12 | Date | 25-Jun-2026 |
| 38 | 15-Jun-2026 | Corrigendum11 | Date | 23-Jun-2026 |
| 39 | 25-Jun-2026 | Corrigendum13 | Date | 26-Jun-2026 |
| 40 | 23-Jun-2026 | Corrigendum12 | Date | 25-Jun-2026 |
| 41 | 15-Jun-2026 | Corrigendum11 | Date | 23-Jun-2026 |
| 42 | 26-Jun-2026 | Corrigendum14 | Date | 02-Jul-2026 |
| 43 | 25-Jun-2026 | Corrigendum13 | Date | 26-Jun-2026 |
| 44 | 23-Jun-2026 | Corrigendum12 | Date | 25-Jun-2026 |
| 45 | 15-Jun-2026 | Corrigendum11 | Date | 23-Jun-2026 |
| 46 | 02-Jul-2026 | Corrigendum15 | Date | 08-Jul-2026 |
| 47 | 01-Jun-2026 | Corrigendum7 | Date | 02-Jun-2026 |
| 48 | 28-May-2026 | Corrigendum6 | Date | 01-Jun-2026 |
| 49 | 25-May-2026 | Corrigendum5 | Date | 28-May-2026 |
| 50 | 08-Jul-2026 | Corrigendum16 | Date | 14-Jul-2026 |
| 51 | 14-Jul-2026 | Corrigendum17 | Date | 21-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork undressed involving an average horizontal throw up to 2 mtr and an average vertical lift up to 0.5 mtr including breaking of clods.Item No.6.2(a) |
| 2 | Earthwork undressed with combined lead upto 15 Mtr. including breaking of clods.Item No.6.2(b) |
| 3 | Dressing of new Earth-work (Item No.6.3(i)) |
| 4 | Rehandling of Earthwork recently executed -20% less of Item 6.2 (a) |
| 5 | Dag belling, single kassi stroke with minimum of 7.5 cm depth. (Item No.6.18(a)) |
| 6 | Earthwork filling in 0.152 mtr layers in foundation including Ramming, Watering and Consolidation under Bed (item No:-6.8 b (i)) |
| 7 | Dressing of bed & preparation of subgrade for Lining in all respect as per PWD specification. (item No.19.1) |
| 8 | First class burnt brick works laid in 1:6 cement sand mortar in foundation and plinth including supply recarriage of bricks, cement (item no.11.3(i)) |
| 9 | 10mm thick cement plaster 1:4 on side walls (-) Rs. 1.25/- for scaffolding. (Item No. 15.6) |
| 10 | 10mm thick cement plaster 1:4 on bed & top |
| 11 | pulverized fly ash - lime bricks as per class-12.5 of is: 12894-002 laid in cement sand mortar 1:6 in foundation and plinth (laying shall be done as per pwd specification) |
| 12 | 12.5mm thick cement plaster 1:4 on side walls |
| 13 | 12.5mm thick cement plaster 1:4 on bed & top |
| 14 | Centering and Shuttering for concrete faces (item No:-9.01) |
| 15 | RCC 1:2:4 Hand Mixed including steel reinforcement (item No. 10.13a (i) |
| 16 | Supplying and laying of Dry Brick Bats |
| 17 | Supply of R.C.C Shutter with one extra Frame for Nakka & Branch Offtakes |
| 18 | Fixing of Shutter & Frame for Nakka & Branch oftakes |
| 19 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. (Depth upto 1.5 mtr.) |
| 20 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. (Depth upto 1.5 to 2.25 mtr.) |
| 21 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. (Depth upto 2.25 to 3 mtr.) |
| 22 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 23 | Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank |
| 24 | Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4 |
| 25 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle |
| 26 | Cement concrete 1:4:8 with brick ballast 40mm gauge |
| 27 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 ( @2.50 metre / No) |
| 28 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 250 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 29 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 300 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 30 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 350 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 31 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 400 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 32 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 450 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 33 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 500 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 34 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 600 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 35 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 700 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 36 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 800 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 37 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 900 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 38 | Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 250mm pipeline |
| 39 | Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 300mm pipeline |
| 40 | Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 350mm pipeline |
| 41 | Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 400mm pipeline |
| 42 | Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 450mm pipeline |
| 43 | Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 500mm pipeline |
| 44 | Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 600mm pipeline |
| 45 | Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 700mm pipeline |
| 46 | Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 800mm pipeline |
| 47 | Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 900mm pipeline |
| 48 | Providing and Fixing of Steel Shutter gate assembly in main pipeline 250mm dia complete in all respect |
| 49 | Providing and Fixing of Steel Shutter gate assembly in main pipeline 300mm dia complete in all respect |
| 50 | Providing and Fixing of Steel Shutter gate assembly in main pipeline 350mm dia complete in all respect |
| 51 | Providing and Fixing of Steel Shutter gate assembly in main pipeline 400mm dia complete in all respect |
| 52 | Providing and Fixing of Steel Shutter gate assembly in main pipeline 450mm dia complete in all respect |
| 53 | Providing and Fixing of Steel Shutter gate assembly in main pipeline 500mm dia complete in all respect |
| 54 | Providing and Fixing of Steel Shutter gate assembly in main pipeline 600mm dia complete in all respect |
| 55 | Providing and Fixing of Steel Shutter gate assembly in main pipeline 700mm dia complete in all respect |
| 56 | Providing and Fixing of Steel Shutter gate assembly in main pipeline 800mm dia complete in all respect |
| 57 | Providing and Fixing of Steel Shutter gate assembly in main pipeline 900mm dia complete in all respect |
| 58 | Dismantling of Brick work in cement. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Tender Published
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CompletedCorrigendum-27 Issued
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CompletedCorrigendum-28 Issued
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CompletedCorrigendum-29 Issued
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CompletedCorrigendum-33 Issued
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CompletedCorrigendum-35 Issued
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CompletedCorrigendum-36 Issued
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CompletedCorrigendum-37 Issued
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CompletedCorrigendum-38 Issued
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CompletedCorrigendum-39 Issued
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CompletedCorrigendum-40 Issued
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CompletedCorrigendum-41 Issued
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CompletedCorrigendum-43 Issued
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CompletedCorrigendum-44 Issued
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CompletedCorrigendum-45 Issued
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CompletedCorrigendum-46 Issued
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CompletedCorrigendum-47 Issued
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CompletedCorrigendum-48 Issued
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CompletedCorrigendum-49 Issued
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CompletedCorrigendum-50 Issued
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CompletedCorrigendum-51 Issued
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