Tender For Repair /Maint Of Old Sewage Line Mh, Gt Floor Trap, Trap And Cleaning Of Blockage And Other Misc B/R In Dutta, Jj, Naidu, Bhargav, Old Gupta, New Gupta And Otm Accn Domestic Aera At Af Stn Utarlai
Tender Value
30 Lakhs
Estimated cost
Bid Submission
08 Jul 2026
1 days left
EMD
60000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Utarlai → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair /Maint Of Old Sewage Line Mh, Gt Floor Trap, Trap And Cleaning Of Blockage And Other Misc B/R In Dutta, Jj, Naidu, Bhargav, Old Gupta, New Gupta And Otm Accn Domestic Aera At Af Stn Utarlai
BOQ
| Sl. No. | Item Description |
| 1 | M&L for rectifying complaints of blockage of bathroom/ kitchen / WC Indian or European type by cleaning all the mud / sludge from the floor/ nahani/ gully traps etc at ground floor or above ground floor (upto 3rd floor) and getting out, washing thoroughly grating of trap, CI waste pipes upto first manhole and depositing the sludge in a pit of suitable size at a distance not exceeding 50 metres and covering the same with the soil obtained from excavation of pit including all excavations and earthwork and all necessary T & P as required for this purpose.NOTE :- (a) Complaint slip shall collected by the contractor/supervisor from MES complaint cell at 09:00 Hrs and submit the same duly signed by the occupant at 17:00 Hrs in the complaint cell. It will be the responsiblity of the contractor to ensure their attendance & completion of complaints.(b) If any complaint is not resolved within 24 / 48 Hrs as per the severity of complaint as decided by the Engr-in-charge, the recovery @ Rs 250/- per complaint per day will be charged from RAR or Final Bill. (c) During cleaning of blockages removed grating will be refixed in existing position with white/grey cement after clearing of blockage from traps.(d) The contractor will ensure the cleaning/clearing of all the complaints (irrespective of Nos) within 24 Hrs by deploying addl sewerman/ safaiwala if needed. Nothing extra will be paid on this account.(e) Contractor shall be solely responsible for supplying all the safety measures required by the sewerman/ safaiwalas during working hours.(f) Seperate complaint register shall be maintained by the contractor for ser item no. 1 to 9 as per given format and shall be got checked by JE and verified by Engr-in-charge on daily basis without fail after completion of complaint. (g) All the waste material /sludge shall be disposed off out of MoD land. |
| 2 | Rectifying complaints of cleaning of sewage lines upto and including 200mm bore dia and at any depth between consecutive manholees, manually or mechanically (by super suction machine), through connecting manholes, over and including complete men, machine and water as required, incl. removal and refixing of manhole covers etc, complete all as specified and directed by Engr-in-Charge. |
| 3 | -ditto- as per item no. 2 here-in-before but above 200mm and upto 300 mm bore dia. |
| 4 | M&L for cleaning of manholes / septic tank of size not exceeding 2.00 sqm plan area and upto 2.00m deep from GL and taking out sludge, night soil, sludge water etc, manually or mechanicall (by super suction machine) where manual cleaning is not possible and removing the same to a distance n. exc 1.50km outside MoD land complete all as specified and as directed by Engr-in-charge. |
| 5 | -ditto- as per item no. 4 here-in-before but above 2.00m and upto 4.00m depth |
| 6 | -ditto- as per item no. 4 here-in-before but above 4.00m and upto 6.00m depth Note for item No. 4.00 to 6.00:- Excavation & earth filling including disposal of surplus soil to outside MoD land shall be deemed to be included in the rate quoted against this item. |
| 7 | Removing blockage of sewage lines of any dia and depth of manholes including lines and manholes connected to STP upto 10mtr depth and cleaning of sewage lines, manholes of any size/depth using high pressure sewer suction cum jetting machine, truck 25/18 mounted along with all necessary attachments tank/suction pumps etc complete all as specified and directed. Note : This item is executed where cleaning is not possible by super suction machine. |
| 8 | Dewatering the existing manhole/grease trap/septic tank/soakage well of size exceeding 2.00 sqm plan area and any depth by bailing out /pumping out or by any other means and depositing the same off into existing open drain /surrounding low lying area nearby all as specified and directed by Engineer-in-charge. |
| 9 | Cleaning & desludging by removing semi solid sludge from the manhole/grease trap/septic tank/soakage well of size exceeding 2.00 sqm plan area and any depth manually or mechanically in foul condition including all necessary tools and plants required for removal of sludge and solid contents from the site all as specified and directed by Engineer-in-charge. Note:- The sludge obtained after de-sludging shall be remove out side defence land immediately without any extra cost from the MoD land by the contractor. |
| 10 | Excavation in trenches not exceeding 1.5 metre wide & not exceeding 1.5 metre in depth for foundations, manholes, sewerage pipe lines etc n.exc 10 sqm on plan and getting out in soft / loose soil complete all as specified and as directed by Engineer-in-Charge . |
| 11 | -ditto- all as per item No 10 here-in-before but exceeding 1.50 metre and not exceeding 3.00 metre in depth. |
| 12 | Returning filling in, including spreading, leveling , watering & well ramming in layers not exceeding 25 cm thick each all as specified and as directed by Engineer-in-charge. |
| 13 | Removing excavated material to a distance not exc 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed by Engineer-in-charge. |
| 14 | Demolition of stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. and removing from site all as specified and directed. |
| 15 | M&L for 20cm thick precast cement concrete 1:3:6, type C-1 using 20mm graded stone aggregate block masonry with solid block, exc 10 cm in width & set in CM 1:6 complete all as specified & as directed. |
| 16 | M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge. |
| 17 | M&L for cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate for manhole benching and coping and including form work complete all as specified and as directed by Engineer-in-charge. |
| 18 | Demolition and breaking upto 150 mm bore drain pipes (SGSW, AC or reinforced concrete pipe) set in cement mortar and taking out from trenches and removing from site all as specified and directed by Engineer-in-Charge. |
| 19 | Demolition and breaking above 150mm and upto 200mm bore drain pipes (SGSW, AC or reinforced concrete pipe) set in cement mortar and taking out from trenches and removing from site all as specified and directed by Engineer-in-Charge. |
| 20 | Cutting into existing manholes for connecting new drains for 150mm internal dia of pipe, 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 B-l smooth finished, and reforming benching as required complete all as specified and directed by Engineer-in-Charge. |
| 21 | Cutting into existing manholes for connecting new drains for 200mm internal dia of pipe, 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 B-l smooth finished, and reforming benching as required complete all as specified and directed by Engineer-in-Charge. |
| 22 | M&L for PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes including forming cradles for 150 mm bore pipe complete all as specified and directed. |
| 23 | M&L for DWCPE (Double wall corrugated pipe) pipe 150mm inner dia, ISI marked laid to slope in trenches including testing alongwith necessary joining material tees/union/socket etc complete all as specified and as directed. |
| 24 | M&L for PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes including forming cradles for 200 mm bore pipe complete all as specified and directed. |
| 25 | M&L for DWCPE (Double wall corrugated pipe) pipe 200mm inner dia, ISI marked laid to slope in trenches including testing alongwith necessary joining material tees/union/socket etc complete all as specified and as directed. |
| 26 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified. |
| 27 | M&L for rendering 15 mm thick on fair faces of brick work/ concrete surfaces/ stone masonary surface in CM( 1:4) finished even and smooth with using extra cement complete all as specified. |
| 28 | Demolition of precast RCC articles built in cement mortar including all quoins, arches, pillars, etc. and removing from site all as specified and directed. |
| 29 | M&L for TMT bars 8mm dia bar, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm diameter complete all as specified and as directed by Engr-in-charge. |
| 30 | M&L for precast RCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregates) as in precast manhole cover slabs of any thickness, size or shape including all necessary form work, finishing concrete surface fair & even all as specified and directed by Engineer-in-Charge. |
| 31 | Demolition of cast iron or RCC pipe upto 100 mm bore, set in cement mortar including fittings complete all as specified and directed.. |
| 32 | S&F 75mm PVC (SWR) pipes of 4 kg/cm² pressure rating, single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed. |
| 33 | S&F 75mm PVC (SWR) pipes of 4 kg/cm² pressure rating, single socketed in any length with rubber ring joints laid in trenches or in floor complete all as specified and directed. |
| 34 | S&F 110mm PVC (SWR) pipes of 4 kg/cm² pressure rating, single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed. |
| 35 | S&F 110mm PVC (SWR) pipes of 4 kg/cm² pressure rating, single socketed in any length with rubber ring joints laid in trenches or in floor complete all as specified and directed. |
| 36 | S&F 110mm PVC (SWR) bends any radius provided with access door complete all as specified and directed. |
| 37 | S&F 75mm PVC (SWR) bends any radius provided with access door complete all as specified and directed. |
| 38 | S&F 110mm PVC(SWR) bends any radius complete all as specified and directed. |
| 39 | S&F 75mm PVC(SWR) bends any radius complete all as specified and directed. |
| 40 | S&F 100mm PVC (SWR) vent cowl fixed in position complete all as specified and directed. |
| 41 | S&F 75mm PVC (SWR) vent cowl fixed in position complete all as specified and directed. |
| 42 | S&F 100mm PVC (SWR) junction double, (double T) equal or unequal complete all as specified and directed. |
| 43 | S&F 75mm PVC (SWR) junction double, (double T) equal or unequal complete all as specified and directed. |
| 44 | S&F PVC stack clamps of suitable for 75/110mm bore pipes fixed to walls including bolts and nuts and securing ends of stays completeall as specified and directed. |
| 45 | S&F PVC (SWR) floor/nahani trap 100mm bore with grating including jointing to waste pipe and fixed with PCC 1:2:4 complete all as specified. |
| 46 | S&F PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified. |
| 47 | S&F in repair grating doom 100 mm dia of stainless steel with or without hole complete all as specified. |
| 48 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) removing, serviceable tiles to stone and rubbish off the premises all as specified and directed. |
| 49 | S&F non skid ceramic coloured tiles 7 to 8 mm thick (square/rectangular) area of each tile exc 0.06 sqm but n.exc 0.11 sqm in floors, over and including 15mm thick screed in CM (1:6) set and jointed in neat cement slurry and pointed with white or coloured cement to match shade of tiles complete all as specified. |
| 50 | M&L for coloured glazed ceramic tiles 450x300 mm 7-8mm thick in vertical surface set and jointed in neat cement slurry and pointed with white/coloured cement to match the surface including rendering 10mm thick in CM (1:4) as in backing coat complete all as specified and directed by Engineer-in-Charge. |
| 51 | Demolition of cement concrete of any description & in any position not otherwise specifically provided for complete all as specified and directed. |
| 52 | M&L for 75mm thick PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in plinth protection finished concrete surfaces even and smooth without using extra cement complete as specified. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayJul 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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