Tender For Cleaning/Desludging And Repairs Of Sewage Line, Manholes, Cover Slabs Etc In Otm Area Under Ge (Af) Adm Area At Af Station Gwalior
Tender Value
15 Lakhs
Estimated cost
Bid Submission
30 Oct 2026
3 days left
EMD
30000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gwalior → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Cleaning/Desludging And Repairs Of Sewage Line, Manholes, Cover Slabs Etc In Otm Area Under Ge (Af) Adm Area At Af Station Gwalior
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 26-Oct-2026 | 8627/E8 | Other | 30-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Attending day to day complaints for cleaning & clearing of localised blockage from floor/Nahani trap, soil waste, WC, chocked rain water pipe etc upto and including Ist manhole and removing sludge water/waste upto 50 meter distance and burrying the same in pit complete all as specified and directed.Note:- (i) The unit rates quoted in above items shall deemed to be included for removing of solids, liquids and sludge etc or any description from manholes.(ii) OTM Area under AGE B/R-II of GE (AF) Adm Area Gwalior.(iii) Indls ( 02 Nos safaiwala) will report at complaint cell/office of AGE B/R-II of GE (AF) Adm Area Gwalior alongwith a supervisor deputed by contractor to JE (Civ) concerned will take attendance on daily basis (Except Sunday/Holiday)(iv). Complaint should be done within 24hrs. If not done within 24 hrs, penalty of Rs.200/day or per complaint will be applied. |
| 2 | Cleaning of underground sewage line manhole to manhole of any type and line of 150mm to 300mm dia including manholes and upto 1.5m depth all in working and running condition by removal of blockages of any kind in man holes or sewage lines including dewatering, suction, jetting and mechanical rodding with vibration /drilling concept i.e trolley mounted motorized sewer cleaning machine including desluding, descaling & dechoking of line wherever required, flushing the entire stretch with combined high pressure water jetting cum suction (vacuum) type machine suitably fabricated on HCV having facilities of hydraulic application through high pressure thermoplastic, making the stretch clean, functional and removal /deposition of sludge inclusive of solids of any type & sludge water to a distance exceeding 1.5KM but not exc 5KM (out of MD land) and covering the entire sludge and solids with local earth complete all as specified and directed.Note :- The rates quoted shall deemed to inclusive for using Jetting Machine with Machine specification :- Sewer suction cum jetting machine of Capacity 5000 Litres mounted / hauled with appropriate Vehicle, Capacity for Sludge / sewer > 1500 Ltrs and capacity of water > 2500 ltrs, Suction system with minimum delivery of 600 Cum / Hour, Vacuum 92%, Suction pipe dia - 100mm, Suction length - 7m, Length of Suction hose - 15m, Minimum pressure 2 Bar, Jetting system with min delivery capacity of 225 LPM and Pressure 130 Bar, Jetting hose and hose reel (alongwith nozzle) of minimum length 30m, dia 25mm, nozzle size as required and working pressure 2200PSI. |
| 3 | Cleaning of underground sewage line manhole to manhole of any type and line of 150mm to 300mm dia including manhole upto 3m depth by means of removing silts, sludgem pabbles, stones, bricks, bats etc all in working and running condition involving removal of blockages of any kind in man holes or sewage lines including rodding with vibration/ drilling concept ie trolly mounted motorized sewer cleaning machine including desluding descalling & dechoking of the wherever required, flushing the entire stretch with combined high pressure water jetting com suction (vaccume) type machine suitably fabricated of HCN having facilities of hydraulic application through high pressure thermoplastic, making the stretch clean, functional and removal / deposition of sludge inclusive of solids of any type & sludge water to a distance exceeing to a distance exceeding 1.5KM but not exc 5KM (out of MD land) and covering the entire sludge and solids with local earth complete all as specified and directed.Note :- The rates quoted shall deemed to inclusive for using Jetting Machine with Machine specification :- Sewer suction cum jetting machine of Capacity 5000 Litres mounted / hauled with appropriate Vehicle, Capacity for Sludge / sewer > 1500 Ltrs and capacity of water > 2500 ltrs, Suction system with minimum delivery of 600 Cum / Hour, Vacuum 92%, Suction pipe dia - 100mm, Suction length - 7m, Length of Suction hose - 15m, Minimum pressure 2 Bar, Jetting system with min delivery capacity of 225 LPM and Pressure 130 Bar, Jetting hose and hose reel (alongwith nozzle) of minimum length 30m, dia 25mm, nozzle size as required and working pressure 2200PSI. |
| 4 | M&L for Punchering existing RCC /SGSW pipe line of any dia and at any places between manholes for cleaning blockage in pipes including necessary exavation , returning , filling in and removal of soil and making good punchered area with CM 1:1, including cutting/clearing away grass vegetation , saplings, shrubs ,brushwood ,undergrowth ,roots ,along pipe lines both sides upto a distance 2m complete all as specified and directed. |
| 5 | Cleaning of septic tank,soakwell/manhole of any size/shape/dia and depth by means of removing, bowling/pumping out water silts, sludgem pabbles,taking out the liquid sludge clay and any other rubbish,waste water etc all in working and running condition by motorized sewer suction-cum-jetting machine and removal / deposition of sludge inclusive of solids of any type & sludge water to a distance exceeing to a distance exceeding 1.5KM but not exc 5KM (outside of MOD land) and covering the entire sludge and solids with local earth complete and in closed container and dumping in low lying area as notified complete all as specified and directed. The top of septic tanks/pit and surrounds shall be washed with clear water after cleaning and sprinkling with fresh unslaked lime to make it hygenic complete all as specified and directed.Note :- The rates quoted shall deemed to inclusive for using Jetting Machine with Machine specification :- Sewer suction cum jetting machine of Capacity 5000 Litres mounted / hauled with appropriate Vehicle, Capacity for Sludge / sewer > 1500 Ltrs and capacity of water > 2500 ltrs, Suction system with minimum delivery of 600 Cum / Hour, Vacuum 92%, Suction pipe dia - 100mm, Suction length - 7m, Length of Suction hose - 15m, Minimum pressure 2 Bar, Jetting system with min delivery capacity of 225 LPM and Pressure 130 Bar, Jetting hose and hose reel (alongwith nozzle) of minimum length 30m, dia 25mm, nozzle size as required and working pressure 2200PSI. |
| 6 | Demolition of Brick Work/concrete/Stone boulder masonry built in cement mortar as in manholes/drain etc of any description complete all as specified and directed. |
| 7 | M&L brick work with sub class ‘B’ old size bricks straight or curved o plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed. |
| 8 | All as per Ser Item No 7 here-in-before but except bricks. Note :- Old serviceable bricks retrieved from serial Item no 6 here-in-before shall be used under this item. |
| 9 | M&L 15mm thick rendering in CM 1:4 on fair faces of bricks, finished even & smooth without using extra cement with and including using liquid WPC etc and including taking down of cement plaster, wall finishes in any description on brick or stone wall and hacking out joints for key scrubbing down with water etc complete all as specified and directed. |
| 10 | Supply only liquid water proofing compound etc complete all as specified and directed. |
| 11 | M&L for plain cement concrete type D2, 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling & mass concrete including demolition of existing PCC and removal of demolished material out of MD land complete all as specified and directed. |
| 12 | M&L PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in coping, benching ,kerbs, bedblocks and like etc including demolition of existing PCC and removal of demolished material out of MD land complete all as specified and directed. |
| 13 | M&L PCC 1:2:4 type B-2 using 40 mm graded stone aggregate in drains and surface channels and finishing including demolition of existing PCC and removal of demolished material out of MD land complete all as specified and directed. |
| 14 | Extra for forming fair finished drain or channel 30cm inner girth in cement concret, using extra cement, including forms, moulds, initred/stopped ends complete all as specified and directed. |
| 15 | M&L for cutting into existing manholes/Septic tank for connecting new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required for 150mm bore pipe complete all as specified and directed. |
| 16 | M&L for cutting into existing manholes/Septic tank for connecting new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required for 200mm bore pipe complete all as specified and directed. |
| 17 | Excavation in trenches in sof/loose soil n exc 1.5 M wide & n exc 1.5 M in depth as in and getting out in soft/loose soil for shafts, wells, man holes and for sewage lines and foundation etc n exc 10 Sqm on plan complete all as specified and directed. |
| 18 | Excavation in trenches n exc 1.5 M wide and exc 1.5 M deep but, n exc 3 M deep and getting out in soft/loose soil for shafts, wells, man holes and for sewage lines and foundation etc n exc 10 Sqm on plan complete all as specified and directed. |
| 19 | Returning, filling in including spreading leveling watering and well ramming in layers n exc 25 cm thick complete all as specified and directed. |
| 20 | Removing excavated material to a distance exc 500.00 M but n exc 1.50 Km or out of MD land and depositing where directed at a level n exc 1.50 KM above starting point complete all as specified and directed. |
| 21 | S& F 200 mm bore reinforced concrete pipes class NP-2 laid and jointed in trenches complete with collarsincluding demolition of existing pipes and removal of demolished material out of MD land complete all as specified and directed. |
| 22 | S&F 150 mm bore reinforced concrete pipes class NP-2 laid in trenches and jointed with collars including demolition of existing pipes and removal of demolished material out of MD land complete all as specified and directed. |
| 23 | M&L concrete bed of PCC 1:3:6 type C2 using 40 mm graded stone aggregate for drain pipes bedding & hunching against the sides complete after pipes are laid, jointed and tested including demolition of existing PCC and removal of demolished material out of MD land complete all as specified and directed by the Engineer -in-charge. |
| 24 | 150mm |
| 25 | 200mm |
| 26 | S&F in repair Steel Fiber Reinforced Concrete (SFRC) light duty 2.5 ton capacity 25mm to 50mm thick outer frame height/thickness 60 mm to 90 mm manhole covers and frame conforming to IS 12592 (or equivalent national standard). Including centering, leveling, and fixing the frame in position over the brick/concrete masonry chamber using cement mortar 1:2 (1 cement: 2 coarse sand) including necessary curing, neat finishing of the concrete coping around the frame to match the finished road, ground level, existing manhole and clearing away all debris out of MD land complete all as specified and directed. |
| 27 | 300 mm x 300 mm (Square Covers) |
| 28 | 450 mm x 450 mm (Square Covers) |
| 29 | 600 mm x 900 mm (Rectangular Covers) |
| 30 | 600 mm x 450 mm (Rectangular Covers) |
| 31 | upto 450 mm Diameter (Circular / Round Covers) |
| 32 | S&F in repair Steel Fiber Reinforced Concrete (SFRC) medium duty 10 ton capacity 25mm to 50mm thick outer frame height/thickness 60 mm to 90 mm manhole covers and frame conforming to IS 12592 (or equivalent national standard).Including centering, leveling, and fixing the frame in position over the brick/concrete masonry chamber using cement mortar 1:2 (1 cement: 2 coarse sand) including necessary curing, neat finishing of the concrete coping around the frame to match the finished road, ground level, existing manhole and clearing away all debris out of MD land complete all as specified and directed. |
| 33 | 600 mm x 600 mm (Square Covers) |
| 34 | 600 mm x 900 mm (Rectangular Covers) |
| 35 | 600 mm x 450 mm (Rectangular Covers) |
| 36 | upto 600 mm Diameter (Circular / Round Covers) |
| 37 | M&L for precast reinforced concrete 1:2:4 type B1 using 20 mm graded stone aggregate for drain/manhole cover slab except set in and pointed in CM 1:6 including necessary formwork including dismantling/ demolition of existing RCC and removal of material out of MD land complete all as specified and directed. |
| 38 | Mild steel TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 39 | Cutting of trees' roots penetrated into manholes /sewage line /trap/drain pipe etc of any girth and at any depth (upto 1.5 mtr) /height (upto 3rd floor) including application of hot bitumen/cement mortar to arrest sprouting and filling up the gap and making good the disturbed portion complete all as specified and directed. |
| 40 | S&F PVC (SWR) pipes 110mm dia single socketed, in any length with rubber ring joints,stack clamps, laid in trenches or in floors or wall including demolition/dismantling existing pipe in any position/hight of any description complete all as specified and directed. |
| 41 | M&L 75 mm thick PCC 1:3:6 type C2 (using 40mm graded stone agg) as in plinth protection finished even and smooth with using extra cement including demolition of existing PCC and removal of demolished material out of MD land complete all as specified and directed. |
| 42 | M & L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 43 | M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment laid in floor and joints of interlocking tiles/ paver block to be filled with fine sand and broomed etc including dismantling/ demolition of existing tiles/stone slab/paver block with CM bedding/coating and removal of material out of MD land complete all as specified and directed. |
| 44 | Dismantling existing sunken interlocking pavers block of any description, size and pattern and refixing the same in any location for proper matching with existing surface after carrying out the necessary repair to the under layer complete all as specified and directed. Note:- Sand cushioning and sub base concrete will be measured separetely. |
| 45 | M&L for chequred tiles of approved design,colour & of ( size 300mmx300mmx25mm) set and jointed in neat cement slurry and pointed in coloured cement to match the shade of tiles & includind 20 mm thick screed bed or bedding layer in CM (1:4) including dismantling/ demolition of existing tiles/stone slab/paver block with CM bedding/coating and removal of material out of MD land complete all as specified and directed. |
| 46 | Cleaning of existing drain of any size or shape by removing sludge /silt/ earth (liquid, semisolid & solid) completely and removing the rubbish to a distance exc 250 m but not exc 500 m and deposited where directed complete all as specified and directed. |
| 47 | M&L 100 mm thick PCC 1:3:6 type C2 (using 40mm graded stone agg) as in floor/hard standing finished even and smooth with using extra cement including demolition of existing PCC and removal of demolished material out of MD land complete all as specified and directed. |
| 48 | Note :- (a) Sewage line blockage complaint must be resolved within 24 hours.(b) Sewage line replacement and manhole raising / repair should be done within 15 days from the site handed over.(c) If contractor is failed to resolve the complaints within given time frame or unable to complete the work as mentioned above, the amount of Rs 1000 per day per complaint recovery will be charged or deducted from RAR / Final Bill. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 30, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 3 daysOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysTender Documents
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