Tender For Repair To Sewage Line, Manholes, Septic Tank Etc. Attending Day To Day Complaints Under Age B&R-Ii Of Ge(S) Bathinda At Bathinda Mil Stn
Tender Value
48.50 Lakhs
Estimated cost
Bid Submission
09 Oct 2026
6 days left
EMD
97000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bathinda → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair To Sewage Line, Manholes, Septic Tank Etc. Attending Day To Day Complaints Under Age B&R-Ii Of Ge(S) Bathinda At Bathinda Mil Stn
BOQ
| Sl. No. | Item Description |
| 1 | Material and labour for Cleaning/removal of blockage from bathroom, kitchen, WHB and urinals including connected Nahani traps / gully traps/floor traps, grating of trap, waste pipes, pipe in any length upto first manhole etc choked with mud / other accumulated sludge and getting out, washing thoroughly at any location, at any floor by rodding/choke remover/Pressure technique/manually or otherwise to clear blockage upto entire satisfaction of users, including refixing of oval assess door covers with new nuts & washers and refixing manhole covers, including removing of all wastes, solid or liquid sludge and depositing the sludge in a pit (at empty/open area) of suitable size at a distance exceeding 50 metres from the building where directed and covering the same with the soil obtained from excavation of pit after treating the sludge by spreading the bleaching powder as directed to reduce the foul gases including all excavations and earthwork complete all as specified and as directed . Note : Minmium 08 numbers of Labours/Safaiwala are required to attend the complaints during all working days and 04 labours are required during sunday/Holiday & T&P required for cleaning such as steel rods, bamboos, pressure pumps are included in the rates quoted . Complaint shall be attended within 48 Hours otherqwise recovery @Rs200/day per complaint will be recovered. |
| 2 | Material and labour for Cleaning emptying/desilting of existing sewage system/pipe line 100/150/200/250mm dia (length of pipe line manhole to manhole not exceeding 25 mtr) including cleaning of connecting manholes (any type rectangular/square/circular) located in different situations/sites, taking off the manhole cover (CI or RCC) and placing in the same original position after getting out liquid/sludge/solid contents from the manholes/sewage line and complete perfect function/running/flowing condition without any obstruction by removing all blockage in system with manual labour (rodding manually) or by mechanically sewage suction pump (at contractor;s discretion as required at site) making it fully functional to the entire satisfaction of Engineer-in-charge including removing of all wastes, solid or liquid sludge through closed container and depositing the sludge in a pit (at empty/open area) of suitable size at any distance upto 200 metres from the line/colony/bldg area where directed and covering the same with the soil obtained from excavation of pit after treating the sludge by spreading the bleaching powder as directed to reduce the foul gases including all excavations and earthwork complete all as specified and as directed.(a) Cleaning of sewage lines shall be carried out by Jetting or sucker machine only.(b) After cleanig each manhole will measured for payment purpose. |
| 3 | Material and labour for Cleaning emptying/desilting of existing sewage system/pipe line 100/150/200/250mm dia (length of pipe line manhole to manhole exceeding 25.00 mter but not exceeding 50mtr) including cleaning of connecting manholes (any type rectangular/square/circular) located in different situations/sites, taking off the manhole cover (CI or RCC) and placing in the same original position after getting out liquid/sludge/solid contents from the manholes/sewage line and complete perfect function/running/flowing condition without any obstruction by removing all blockage in system with manual labour (rodding manually) or by mechanically sewage suction pump (at contractor;s discretion as required at site) making it fully functional to the entire satisfaction of Engineer-in-charge including removing of all wastes, solid or liquid sludge through closed container and depositing the sludge in a pit (at empty/open area) of suitable size at any distance upto 200 metres from the line/colony/bldg area where directed and covering the same with the soil obtained from excavation of pit after treating the sludge by spreading the bleaching powder as directed to reduce the foul gases including all excavations and earthwork complete all as specified and as directed.(a) Cleaning of sewage lines shall be carried out by Jetting or sucker machine only. (b) After cleanig each manhole will measured for payment purpose |
| 4 | Cleaning and emptying/desilting of manholes depth not exc 3.00 meter by pumping out/removing liquid waste/sewage and plugging the ends sewer pipes or diverting the flow into drains if necessary, removing silt, sludge etc, sprinkling bleaching powder on the silt to avoid bad smell including all precautionary and safety measures, such as safety belts, lighting arrangements, face mask, etc. and removing the same (silt, sludge & other waste material) in leak proof trucks covered with tarpoline to outside of MD land all as per existing rules and regulations of civil authorities and cleaning the manholes with freah water complete all as specified and as directed.(a) If required Jetting or honey sucker and cleaning the heavily congested sewage line is included in the coated rate. |
| 5 | Emptying/desilting choked up sewage lines and manholes exc 3.00 mtr depth by providing sewage suction vehicle of capacity 5000 ltrs including necessary other arrangments such as sweepers to clean up the site after work and desposing the same in sewage treatement plant upto 5 km complete all as specified and as directed.Note :- (a) All precautions to be taken by all workers while working in foul condition. Contractor shall take all necessary actions and resposibility of workers precaution and safety. (b) Contractors representative /supervisor shall be available during the cleaning. (c) Complete process shall be completed in all respects within a day. |
| 6 | Emptying/desilting of septic tank/soakage well in any depth/size by providing sewage suction vehicle of capacity 5000 ltrs including necessary other arrangments such as sweepers to clean up the site after work and desposing the same in sewage treatement plant upto 5 km complete all as specified and as directed.Note :- (a) All precautions to be taken by all workers while working in foul condition. Contractor shall take all necessary actions and resposibility of workers precaution and safety. (b) Contractors representative /supervisor shall be available during the cleaning. (c) Complete process shall be completed in all respects within a day. |
| 7 | Cutting into existing manhole for connecting new drain pipe, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 100 mm/150mm/200mm/250mm/300mm complete all as specified and as directed. |
| 8 | Excavating in trenches by mechanical means (hydraulic excavator) in foundation trenches or drains n exc 10sq m on plan and n exc 1.5m wide, not exc 1.50mtr in depth and getting out the excavated soil and disposal of surplus as directed within a lead of 50m. including timbering arrangement as per SSr Part-I as and When req on site condition complete all as specified and as directed. |
| 9 | Excavating in trenches by mechanical means (hydraulic excavator) in foundation trenches or drains n exc 10sq m on plan and n exc 1.5m wide and exc 1.50mtr and not exc 3.00 mtr in depth and getting out the excavated soil and disposal of surplus as directed within a lead of 50m. including timbering arrangement as per SSr Part-I as and When req on site condition complete all as specified and as directed. |
| 10 | S&F for providing, lowering and laying HDPE DWCPE (SN8) pipes as per IS : 16098 of 2013, 150 mm ID bore, laid and jointed with and including elastomeric sealing 'O' ring as per manufacturer's instructions including demolition of existing line complete all as specified and as directed. |
| 11 | S&F for providing, lowering and laying HDPE DWCPE (SN8) pipes as per IS : 16098 of 2013, 200 mm ID bore, laid and jointed with and including elastomeric sealing 'O' ring as per manufacturer's instructions including demolition of existing pipe line complete all as specified and as directed. |
| 12 | S&F for providing, lowering and laying HDPE DWCPE (SN8) pipes as per IS : 16098 of 2013, 300 mm ID bore, laid and jointed with and including elastomeric sealing 'O' ring as per manufacturer's instructions including demolition of existing pipe line all as specified and directed. |
| 13 | M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) Concrete bed to 150 mm bore drain pipes including packing under and hauching & Benching against the sides of pipes after they are laid and tested all as specified and directed.Note :- (i) Thickness of bed below the barrel of pipes: 15cm for pipes 200mm dia and over.(ii) Width of bed: Outer diameter of drain pipes (not of sockets/collars) plus 30 cm (iii) The rates include for any necessary shuttering and supports to concrete and for laying beds to falls. |
| 14 | M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) Concrete bed to 200 mm bore drain pipes including packing under and hauching & Benching against the sides of pipes after they are laid and tested all as specified and directed. Note :- (i) Thickness of bed below the barrel of pipes: 15cm for pipes 200mm dia and over.(ii) Width of bed: Outer diameter of drain pipes (not of sockets/collars) plus 30 cm.(iii) The rates include for any necessary shuttering and supports to concrete and for laying beds to falls. |
| 15 | M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) Concrete bed to 300 mm bore drain pipes including packing under and hauching & Benching against the sides of pipes after they are laid and tested all as specified and directed. Note :- (i) Thickness of bed below the barrel of pipes: 15cm for pipes 200mm dia and over.(ii) Width of bed: Outer diameter of drain pipes (not of sockets/collars) plus 30 cm.(iii) The rates include for any necessary shuttering and supports to concrete and for laying beds to falls. |
| 16 | Returning, filling in including spreading, leveling watering and well ramming in layers n. exc 25 cm in soft/loose soil complete all as specified and as directed. |
| 17 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. |
| 18 | Demolition brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed. |
| 19 | M&L for brick work with sub class 'B' bricks straight curved on plan exc 6 metre mean radius with old size bricks built in CM 1:6 for cracked wall of manholes, septic tank, soak pits complete all as specified and as directed. |
| 20 | M&L for Except bricks with old sub class 'B' bricks (obtained from demolition) straight curved on plan exc 6 metre mean radius with old size bricks built in CM 1:4 for cracked wall of manholes, septic tank, soak pits all as specified and directed. |
| 21 | M&L plastering 15mm thick in CM 1:4 on brick or concrete masonry walls, finished surfaces even and fair without using extra cement all as specified and directed. |
| 22 | M&L for cement concrete 1:2:4 type B0, (using 12.5 mm graded stone aggregate) as coping/cills necessary form work weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 23 | M&L PCC (1:4:8), type C2 (using 40 mm graded crushed stone aggregate) in foundation filling and mass concrete for bottom of manhole including demolition complete all as specified and as directed. |
| 24 | M&L RCC (1:2:4), type B1 (using 20 mm graded crushed stone aggregate) Precast cement concrete cover slab for manhole and similar article with plain face, set in cement mortar 1:4 including demolition complete all as specified and as directed. |
| 25 | S&F TMT bars 8 mm dia cut to length bent to shape required including cranking, binding with MS wire (annealed) not less than 0.9 mm dia complete all as specified and as directed. |
| 26 | Dismantling and disconnecting of existing CI /PVC SWR/soil vent pipe 100 mm bore fixed to wall,laid in trenches incl all fittings & accessories complete all as specified and as directed. |
| 27 | S&F 110mm dia PVC SWR soil waste & vent pipes in any length with or without ears, with cement joints but fixed to walls & fixing with clamps complete all as specified and as directed. |
| 28 | Dismantling and disconnecting of existing CI/PVC SWR / soil vent pipe 75 mm bore fixed to wall,laid in trenches incl all fittings & accessories complete all as specified and as directed. |
| 29 | S&F 75mm dia PVC SWR soil waste & vent pipes in any length with or without ears, with cement joints but fixed to walls & fixing with clamps or laid in trenches complete all as specified and as directed. |
| 30 | S&F 110 bore, PVC SWR bends (any radius), diminishing pieces or tapers (large bore measured) with oval access door, complete all as specified and as directed. |
| 31 | S&F 75 PVC SWR bore, bends (any radius), diminishing pieces or tapers (large bore measured) with oval access door, complete all as specified and as directed. |
| 32 | M&L for 110mm dia of pvc swr floor/gully trap with grating incluing jointing to waste pipe fixed in cement concrete 1:2:4 type B1 in repair incl all necessary repairs to floor complete all as specified and as directed. |
| 33 | M&L for in repair 75mm dia of pvc swr floor/gully with grating incluing jointing to waste pipe fixed in cement concrete 1:2:4 type B1 incl all necessary repairs to floors complete all as specified. |
| 34 | M&L for providing and fixing Supreme/ASTRAL “Drain Hulk” or equivalent PE/PP single piece manhole of 800 mm dia with 3 Nos. inlet/outlet connections, suitable for 160/200/250 mm dia pipes, having overall/invert depth of 1250 to 1500 mm, including all necessary rubber seals, connectors and accessories, complete as specified and as directed. Manhole chamber to be installed over 100 mm thick PCC 1:4:8 base and provided with 600 mm dia heavy duty manhole cover and frame, including cutting/connection of pipes, levelling, jointing, bedding, necessary excavation, backfilling, labour, carriage and all incidental works, complete all as specified and as directed. |
| 35 | Providing and fixing SFRC (Steel Fibre Reinforced Concrete) Cover and frame (heavy duty HD-20 grade designation) 650 mm internal diameter/ clear opening 70cm x 70cm conforming to I.S. 12592, total weight of cover and frame to be not less than 182 Kg., fixed in cement concrete (1:2:4) etc complete all as specified and as directed. |
| 36 | Material & Labour for road cutting as required depth as and whereever required and rapired with material obtained from cutting and 100 mm thick PCC Type B-1 (20mm gradded aggreegate ) over hard core 63 mm broken stone boulders of 100 mm thick compacted thickness complete all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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