Tender For Cleaning Of Sewage Line, Septic Tank, Soak Well In Zone E Area Of Age B/R-Ii Under Ge (West) Lucknow
Tender Value
49 Lakhs
Estimated cost
Bid Submission
03 Oct 2026
0 days left
EMD
98000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Cleaning Of Sewage Line, Septic Tank, Soak Well In Zone E Area Of Age B/R-Ii Under Ge (West) Lucknow
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Sep-2026 | Corrigendum | Other | 03-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | M & L and Cleaning/desludging of existing septic tank, of any capacity and depth with inlet/outlet chambers including taking out sludge (both organic and inorganic matter) in any form and other foreign matter etc viz sediment, sand, ash, grease, fibre, silt, roots or vegetation etc by means of sewage sucking machine and after plugging the incoming sewer line through combined high pressure water jetting/ suction (Vacuum) type machine mounted on LCV/HCV facility of high pressure vacuum and removing the sludge outside MD land by any means and at a place meant for the purpose by local munucipality complete all as specified and directed at site.Note:- For measurement purpose Liquid depth of septic tank shall be measured before removal of sludge. |
| 2 | M & L and Cleaning/desludging of existing soakage well of any capacity and depth with inlet/outlet chambers including taking out sludge (both organic and inorganic matter) in any form and other foreign matter etc viz sediment, sand, ash, grease, fibre, silt, roots or vegetation etc by means of sewage sucking machine and after plugging the incoming sewer line through combined high pressure water jetting/ suction (Vacuum) type machine mounted on LCV/HCV facility of high pressure vacuum and removing the sludge outside MD land by any means at a place meant for the purpose by local munucipality complete all as specified and directed. |
| 3 | M&L for Cleaning/desludging of existing sewar line from nahani trap to 1st manhole manually or by way of any other suitable meanes of any capacity and depth including taking out sludge in any form and other foreign matter etc viz. sediment, sand, ash, grease, night soil, fibre, silt, roots or vegetation etc and keeping the sewar line functional duly removing the sludge outside MD land by any means and at a place meant for the purpose by local munucipality complete all as specified and directed. |
| 4 | M&L for cleaning/clearing of sewer line (including in between manholes) up to 200 mm bore sewer line of any type and any location, depth of manhole n.exc. 3 meter in depth, section, line between the sewer lines to septic tank/soak well/sump well and cleaning any type of blockage including desilting, descaling and dechocking of drain and manhole manually or by any other way and keeping the sewer line functional and removing the sludge outside MD land and at a place meant for the purpose by local munucipality complete all as specified and directed. |
| 5 | M&L for cleaning/clearing of sewer line (including in between manholes) up to 200 mm bore sewer line of any type and any location, depth of manhole n.exc. 3 meter in depth, section, line between the sewer lines to septic tank/soak well/sump well and cleaning any type of blockage including desilting, descaling and dechocking of drain and manhole with combined high pressure water jetting cum suction vacuum type machine mouinted on LCV/HCV and having facility of high pressure vacuum and provn of hydraulic application through high pressure thermo plastic fibre based water jetting hose and conical round shape nozzle pipe and flushing after cleaning and removing the sludge outside MD land by any means at a place meant for the purpose by local munucipality complete all as specified and directed. |
| 6 | M&L for brick work with fly ash bricks, old size, straight or curved on plan exceeding 6 mtr mean radius and built in cement mortar 1:6 including demolition of brick work built in cement mortar including precast concrete articles complete all as specified and directed. |
| 7 | M&L for rendering/plaster by using readymix mixture of thickness 12 mm to 15 mm on newly prepared surface and plastering the wall surface with white cement based polymer modified self curing mortar, complete all as specified and directed |
| 8 | Repair to plaster by using readymix mixture of thickness 12 mm to 15 mm and taking down cement or cement lime plaster, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, complete all as specified and directed.Charge. |
| 9 | M & L PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in coping incl necessary form work finished even & smooth with using pigment in cement including demolition of cement concrete (unreinforced) in ground floor and paving n exc 15cm thickness and below or above ground level complete all as specified and directed |
| 10 | Material and labour for special treatment of sunken portion with 10mm thick plaster in CM 1:4 with WPC liquid complast 421 and applying one coat Each of Nittoproof 120 on plastered surface rendering again 10mm thick in CM 1:4 mixed with complast - 421 filling the sunken floor with PCC 1:5:10 using brick bat area of floor upto 1.5 Sqm including 40 mm dia 0.60 m pipe etc complete all as specified and directed. |
| 11 | M&L for plain cement concrete 1:5:10 type E-2 (using 40mm graded stone aggregate) as in foundation, filling & mass concrete including demolition of existing concrete complete all as specified and directed. |
| 12 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in benching, copings and the like including weathering, slightly rounded or chamfered angles and throating as directed with and including necessary form work incl demolition of existing cement concrete complete all as specified and directed. |
| 13 | Excavating in trenches in soft/loose soil, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out complete all as specified and as directed. |
| 14 | Returning filling in including spreading watering and well ramming in layern n excedding 25 cm thick as in soil complete all as specified and directed. |
| 15 | Removing excavated soil to a distance exceding 250 m but not exceeding 500 m and deposited where directed at a level not excedding 1.5m above the starting point complete all as specified and directed. |
| 16 | Taking up broken sewer line n. exc 1.5 m depth and replacing with DWC pipe of 150 mm bore, laid in trenches and jointed including jointing of pipe in CM 1:1, haunching against the sides of pipe in PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) including necessary excavation and earth work, disposal of material up to a distance not exc 50mtr and making necessary connection after cutting into existing sewer line/manhole to make it functional complete all as specified and directed.Note:- Cutting existing manhole and making good shall be measured and paid seperately. |
| 17 | Taking up broken sewer line n. exc 1.5 m depth and replacing with DWC Pipe, 200 mm bore, laid in trenches and jointed including jointing of pipe in CM 1:1, haunching against the sides of pipe in PCC 1:4:8 type D-2( using 40mm graded stone aggregate) including necessary excavation and earth work, disposal of material up to a distance not exc 50mtr and making necessary connection after cutting into existing sewer line/manhole to make it functional complete all as specified and directed. Note:- Cutting existing manhole and making good shall be measured and paid seperately. |
| 18 | Taking up broken sewer line exc 1.5 m but n.exc 3.0 m depth and replacing with DWC pipe, 300 mm bore, laid in trenches and jointed bore including jointing of pipe in CM 1:1, haunching against the sides of pipe in PCC 1:4:8 type D-2 ( using 40mm graded stone aggregate )including necessary excavation and earth work, disposal of material up to a distance not exc 50mtr and making necessary connection after cutting into existing sewer line/manhole to make it functional complete all as specified and directed.Note:- Cutting existing manhole and making good shall be measured and paid seperately |
| 19 | S&F in repair 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints,fixed to wall including clamp & fastners of same OEM complete all as specified and directed. |
| 20 | M & L Cutting into existing man holes for connection new drains of dia of pipe 150mm dia pipe making good to pipe and rendering cutting out existing benching for and forming branch channels (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate ) finished smooth and reforming benching complete all as specified and directed. |
| 21 | M & L Cutting into existing man holes for connection new drains of dia of pipe 200mm internal dia making good to pipe and rendering cutting out existing benching for and forming branch channels (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) finished smooth and reforming benching complete all as specified and directed. |
| 22 | M & L Cutting into existing man holes for connection new drains of dia of pipe 110mm internal dia making good to pipe and rendering cutting out existing benching for and forming branch channels (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) finished smooth and reforming benching complete all as specified and directed. |
| 23 | S&F in repair PVC (SWR) pipe 110 mm bore, single socketed, in any length with rubber ring joints and jointed with approved adhesive and laid in trenches or in floors complete all as specified and directed. |
| 24 | S&F in repair PVC (SWR) pipe 75 mm bore, single socketed, in any length with rubber ring joints and jointed with approved adhesive and laid in trenches or in floors complete all as specified and directed. |
| 25 | S&F in repair PVC (SWR) pipe 110 mm bore, single socketed, in any length with rubber ring joints and fixed to walls complete all as specified and directed. |
| 26 | S&F in repair PVC (SWR) pipe 75 mm bore, single socketed, in any length with rubber ring joints and fixed to walls complete all as specified and directed. |
| 27 | S&F PVC(SWR) bends 110mm dia complete all as specified and directed. |
| 28 | S&F PVC(SWR) bends 75 mm dia complete all as specified and directed. |
| 29 | S&F in repair 75 mm diameter of outlet PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and directed. |
| 30 | S&F in repair 100 mm diameter of outlet PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and directed. |
| 31 | S&F in repair vitreous china squatting pan Orissa pattern size 580 x 440 mm white with front or back inlet, integral foot rest with CI 'P' or 'S' trap and providing lime concrete bedding and connecting to flushing cistern complete all as specified and directed. |
| 32 | S&F in repair Viterous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) and including Plastic water closet seat cover white closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device complete all as specified and directed. |
| 33 | S&F in repair vitreous china bowl urinal flat back of size 465 x 355x 265 mm, white excluding flushing cistern, flush pipe and waste pipe but including grating and union for discharge pipe complete all as specified and directed. |
| 34 | S&F in repair stainless steel grating doom without hole 125 mm dia complete all as specified and as directed. |
| 35 | S&F in repair stainless steel grating doom with hole 125 mm dia complete all as specified and as directed. |
| 36 | S&F in repair PVC connection 450 mm long suitable for 15 mm GI pipe with two PTMT nuts & rubber washers complete all as specified and directed. |
| 37 | S&F in repair PVC low level white flushing cistern valveless syphonic action type 10 lts capacity with inlet, ball valve, float and handle including PVC flush pipe 32 mm dia with bend complete all as specified and directed. |
| 38 | S & F in repair plastic water closet seat cover, white closed pattern with flat bottom and cover and mild steel chromium plated or aluminium hinging device complete all as specified and directed. |
| 39 | S&F in repair waste pipe 32mm dia for Urinal complete all as specified and directed. |
| 40 | S & F in repair Health faucet mild steel chromium plated suitable for 15mm dia pipe with 1.00 M long flexible tube and wall hook including making connections & fixed in position complete as specified superior quality all complete all as specified and directed. |
| 41 | S & F in repair angle valve cast copper alloy with capstain head chromium plated screwed down, high pressure with long shanks and fly nuts screwed for 15mm bore pipe complete all as specified and directed. |
| 42 | S & F in repair two way bib tap cast copper alloy with capstain head chromium plated screwed down, high pressure with long shanks and fly nuts screwed for 15mm bore pipe complete all as specified and directed. |
| 43 | M&L construction of soakage well of size 3.0M dia x 4.50M effective depth with fly ash bircks and RCC M-25 design Mix (using 20mm graded stone aggregate) as in cover slab etc. including all required earthwork in soft/loose soil, returning filing and removal etc and filling of brick bats and cement concrete etc complete all as shown on CELZ drawing No TD/576 sheet 1/2 & 2/2 complete all as specified and directed.Note- filling of earth/rubble as ramming in old broken soakage pit and disconnection of inlet sewage line etc deemed to be inclusive of this items complete all as specified and directed.. |
| 44 | M&L construction of soakage well of size 2.4M dia x 4.50M effective depth with fly ash bircks and RCC M-25 design Mix using 20mm graded stone aggregate as in cover slab etc. including all required earthwork in soft/loose soil, returning filing and removal etc and filling of brick bats and cement concrete etc complete all as shown on CELZ drawing No TD/576 sheet 1/2 & 2/2 complete all as specified and directed.Note- filling of earth/rubble as ramming in old broken soakage pit and disconnection of inlet sewage line etc deemed to be inclusive of this items. |
| 45 | Cutting into existing manhole, 150 mm bore pipe, for connecting new drains making good to pipe and removing cutting out existing benching for and forming branch channel in cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregates, smooth finish and re-forming benching complete all as specified and as directed |
| 46 | All as per Srl Item No 45 here-in above but for 200 mm bore pipe complete all as specified and directed. |
| 47 | Cleaning manhole of size n.exc 1.50 Sqm by taking out sludge in semi liquid/solid stage (incl. all water etc) from inside of manhole of depth not exceeding 1.5 m and removing the sludge to a distance not exceeding 50m depositing in trenches including supply and sprinkling bleaching powder and covering sludge with earth to a thickness not less than 30 cm including all earth work, returning filling, removal of surplus soil & necessary temporary cleaning complete all as specified and directed. |
| 48 | All as per item 47 here-in-before but depth exceeding 1.5m but n.exc 3m deep complete all as specified and directed. |
| 49 | S & F for precast Heavy duty circular manhole cover of size 750 X 450 mm fixed in position with frame work and necessary cement work complete including taking down old one complete all as specified and directed. |
| 50 | Same as per item No 49 above, but rectanglular in shape of size 600 x 450mm complete all as specified and directed. |
| 51 | M&L Pre-cast cement concrete cover slab for manhole and drain cover in plain cement concrete 1:2:4 type B-1, (using 20 mm graded stone aggregate) set in cement mortar 1:4 with plain faces incl demolition of reinforced cement concrete complete all as specified and as directed |
| 52 | M & L for Mild steel deformed/TMT bars 10 mm dia, cut to length, bent to shape required including cranking bending spirally for hoping for columns, hooking ends and binding with mild steel wire, annealed not less than 0.9 mm dia or securing with clips complete all as specified and as directed |
| 53 | M&L for Precast manhole chamaber of circular inner dia 800mm & over all height 600 mm thickness of RCC and reinforcement,weight & other details as per drg. The Precast manhole is made of high performance self compacting concrete (SCC) of M-40 grade with high tensile tendon steel, cured under controlled factory conditions. All manufacturing process must comply with Indian standards. The curing process must be maintained using RO water and chiller plants to avoid efflorescence for quality assurance. The formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Hole of dia 100/150/200 mm shall be made by concrete core cutting and joint shall be fixed with Non-shrink cementations grouts/paste shall have a minimium compressive strength of 50N/mm2 at 7 days.Manhole Chamber shall be laid over 100 mm thick PCC Complete complete all as specified and directed. Note:- (i) The work pertaining to precast shall be executed by the contractor as per MoU from authorised technician through manufacturer of the precast factory. The sample of MoU is enclosed as per Appx 'F'. The contractor is advised quote their rate accordingly.(ii) The contractor shall upload with the documents under Cover-I \\"Memorandum of Understanding: (MoU) with Rs 100/- Stamp paper at least one manufacturers, failing which the bid shall be liable to be rejected. |
| 54 | M&L for Precast manhole chamaber of circular inner dia 800mm & over all height 800 mm thickness of RCC and reinforcement,weight & other details as per drg. The Precast manhole is is made of high performance self compacting concrete (SCC) of M-40 grade with high tensile tendon steel, cured under controlled factory conditions. All manufacturing process must comply with Indian standards. The curing process must be maintained using RO water and chiller plants to avoid efflorescence for quality assurance. The formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Hole of dia 100/150/200 mm shall be made by concrete core cutting and joint shall be fixed with Non-shrink cementations grouts/paste shall have a minimium compressive strength of 50N/mm2 at 7 days.Manhole Chamber shall be laid over 100 mm thick PCC complete all as specified and directed. Note:- (i) The work pertaining to precast shall be executed by the contractor as per MoU from authorised technician through manufacturer of the precast factory. The sample of MoU is enclosed as per Appx 'F'. The contractor is advised quote their rate accordingly.(ii) The contractor shall upload with the documents under Cover-I \\"Memorandum of Understanding: (MoU) with Rs 100/- Stamp paper at least one manufacturers, failing which the bid shall be liable to be rejected. |
| 55 | M&L for Precast manhole chamaber of circular inner dia 800mm & over all height 1000 mm thickness of RCC and reinforcement,weight & other details as per drg. The Precast manhole is made of high performance self compacting concrete (SCC) of M-40 grade with high tensile tendon steel, cured under controlled factory conditions. All manufacturing process must comply with Indian standards. The curing process must be maintained using RO water and chiller plants to avoid efflorescence for quality assurance. The formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Hole of dia 100/150/200 mmshall be made by concrete core cutting and joint shall be fixed with Non-shrink cementations grouts/paste shall have a minimium compressive strength of 50N/mm2 at 7 days.Manhole Chamber shall be laid over 100 mm thick PCC complete all as specified and directed. Note:- (i) The work pertaining to precast shall be executed by the contractor as per MoU from authorised technician through manufacturer of the precast factory. The sample of MoU is enclosed as per Appx 'B'. The contractor is advised quote their rate accordingly.(ii) The contractor shall upload with the documents under Cover-I \\"Memorandum of Understanding: (MoU) with Rs 100/- Stamp paper at least one manufacturers, failing which the bid shall be liable to be rejected. |
| 56 | M & L for Precast LD manhole cover of size which is suitable for manhole of 800 mm dia. Thickness of RCC and reinforcement,weight & other details as per drg .The preacst manhole cover is made of high performance self compacting concrete (SCC) of M-25 grade with high tensile tendon steel, cured under controlled factory conditions. All manufacturing process must comply with Indian standards. The curing process must be maintained using RO water and chiller plants to avoid efflorescence for quality assurance. The formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components complete all as specified and directed. Note:- (i) The work pertaining to precast shall be executed by the contractor as per MoU from authorised technician through manufacturer of the precast factory. The sample of MoU is enclosed as per Appx 'F'. The contractor is advised quote their rate accordingly.(ii) The contractor shall upload with the documents under Cover-I \\"Memorandum of Understanding: (MoU) with Rs 100/- Stamp paper at least one manufacturers, failing which the bid shall be liable to be rejected. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 28, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 03, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodayOct 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
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