Tender For Repair And Maintenance Of Drains, Boundary Walls, Fencing, Sewage Line, Manholes Incl Attending Day To Day Complaints, Certain Other Misc B/R Works At North And South C Of 274 Transit C Khanpur Under Age B/R-I Of Ge (South) Delhi Cantt-10
Tender Value
15 Lakhs
Estimated cost
Bid Submission
09 Sep 2026
17 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
New Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair And Maintenance Of Drains, Boundary Walls, Fencing, Sewage Line, Manholes Incl Attending Day To Day Complaints, Certain Other Misc B/R Works At North And South C Of 274 Transit C Khanpur Under Age B/R-I Of Ge (South) Delhi Cantt-10
BOQ
| Sl. No. | Item Description |
| 1 | Removal/cleaning of blockage in WCs, WHB, Sink, Bottle traps, Nahani traps, Cast Iron soil waste pipe running on external wall of bldgs including junction holes of any description etc complete all as specified and as directed. |
| 2 | Removing blockage including cleaning of PVC/ CI pipe upto and including 150 mm bore from kitchen/ bath/ wash hand basin/ urinal/ WC of any length upto gulley trap by rodding/choke remover manually or otherwise including removing & refixing of oval access door cover (up to 6.00mtr hight) complete all as specified and as directed. |
| 3 | Removing blockage including cleaning of RCC/SGSW / PVC/ CI pipe upto and including 150 mm bore in any length from gulley trap to 1st manhole by rodding / choke remover, manually or otherwise including removing & refixing manhole covers of 1st manhole complete all as specified and as directed. |
| 4 | Cleaning of sewage lines upto 150 mm bore by super sucker machine with water jet pressure, the sucked wastage material will be collected in tanker and disposed off out of MoD land . All T&P will be provided by contractor including water for pressure jet cleaning to the entire satisfaction of GE and testing by pouring water from manhole to manhole, the sludge deposited in sewage line shall be fully cleaned and disposed off the same outside the MOD land at any distance and with any additional cost on the same day when it was taken out. The job shall be carried out with safety precaution equipment and with strict supervision complete all as specified and as directed. Notes:- (a) The tenderer shall engage the above mentioned T&P and intimate to Engr-in-Charge in writing with machine No/Vehicle No etc for their record and prior approval.(b) The T&P as and when brought by the tenderer based on site requirement,the concern site executive shall take a photograph of machine alongwith the supervising staff i.e JE's and contractor's rep etc. and shall kept in record with date.(c) A pucca bound register shall be maintained showing the machine No/Vehicle No and their deployment at site mentioning time and date duly signed by concern JE, Engr-in-Charge and contractor and the same register shall be produced while claiming the payment by the tenderer. (d) Manhole will be measured and paid separately. |
| 5 | Cleaning of sewage lines 200 to 300 mm bore by super sucker machine with water jet pressure, the sucked wastage material will be collected in tanker and disposed off out of MoD land . All T&P will be provided by contractor including water for pressure jet cleaning to the entire satisfaction of GE and testing by pouring water from manhole to manhole, the sludge deposited in sewage line shall be fully cleaned and disposed off the same outside the MOD land at any distance and with any additional cost on the same day when it was taken out. The job shall be carried out with safety precaution equipment and with strict supervision complete all as specified and as directed. Notes:- (a) The tenderer shall engage the above mentioned T&P and intimate to Engr-in-Charge in writing with machine No/Vehicle No etc for their record and prior approval.(b) The T&P as and when brought by the tenderer based on site requirement,the concern site executive shall take a photograph of machine alongwith the supervising staff i.e JE's and contractor's rep etc. and shall kept in record with date.(c) A pucca bound register shall be maintained showing the machine No/Vehicle No and their deployment at site mentioning time and date duly signed by concern JE, Engr-in-Charge and contractor and the same register shall be produced while claiming the payment by the tenderer. (d) Manhole will be measured and paid separately. |
| 6 | Dewatering/desilting of existing manholes of depth not exceeding 1.0 m depth of manhole. The cleaning shall be carried out with mechanised operation by means of diesel / electric operated vehicle mounted hydraulic operated high pressure suction - cum- jetting machines fitted with pump of required requisite capacity and the sludge sucked out with Super Succer Machine.The sludge deposited in manhole shall be fully cleaned and disposed off the same outside the MOD land at any distance and with any additional cost on the same day when it was taken out. The job shall be carried out with safety precaution equipment and with strict supervision complete all as specified and as directed.Notes:- (a) The contractor shall engage the above mentioned T&P and intimate to Engr-in-Charge in writing with machine No/Vehicle No etc for their record and prior approval.(b) The T&P as and when brought by the contractor based on site requirement,the concern site executive shall take a photograph of machine alongwith the supervising staff i.e JE's and contractor's rep etc. and shall kept in record with date.(c) A pucca bound register shall be maintained showing the machine No/Vehicle No and their deployment at site mentioning time and date duly signed by concern JE, Engr-in-Charge and contractor and the same register shall be produced while claiming the payment by the tenderer. |
| 7 | Dewatering/desilting of existing manholes of depth exceeding 1 m but not exceeding 2.0 m depth of manhole. The cleaning shall be carried out with mechanised operation by means of diesel / electric operated vehicle mounted hydraulic operated high pressure suction - cum- jetting machines fitted with pump of required requisite capacity and the sludge sucked out with Super Succer Machine.The sludge deposited in manhole shall be fully cleaned and disposed off the same outside the MOD land at any distance and with any additional cost on the same day when it was taken out. The job shall be carried out with safety precaution equipment and with strict supervision complete all as specified and as directed. Notes:- (a) The contractor shall engage the above mentioned T&P and intimate to Engr-in-Charge in writing with machine No/Vehicle No etc for their record and prior approval.(b) The T&P as and when brought by the contractor based on site requirement,the concern site executive shall take a photograph of machine alongwith the supervising staff i.e JE's and contractor's rep etc. and shall kept in record with date.(c) A pucca bound register shall be maintained showing the machine No/Vehicle No and their deployment at site mentioning time and date duly signed by concern JE, Engr-in-Charge and contractor and the same register shall be produced while claiming the payment by the tenderer. |
| 8 | M&L for cleaning of existing open/covered drains of any size and depth by removing accumulated silt, sludge, mud, vegetation, rubbish, debris and all other foreign materials, including opening and refixing existing drain covers wherever required, rodding/flushing and clearing minor blockages, dressing and cleaning drain bed and sides to restore free flow of water, collection, loading, carriage and disposal of removed material to an approved dumping place outside the site, including all labour, tools and plants and making good any minor disturbance caused during cleaning, complete all as specified and directed by Engineer-in-Charge. |
| 9 | M&L for brick work using sub class 'B' bricks, straight or curved on plan exc 6 mtr mean radius in cement mortar (1:6) including demolition of existing brick work in any position/any type and in any shape complete all as specified and as directed. |
| 10 | Taking down cement plaster including racking out joints hacking for key scrubbing down with water etc on walls and ceiling complete all as specified and as directed. |
| 11 | M&L for 15mm thick rendering with ready mix plaster on brick or concrete surfaces finished even and smooth without using extra cement, curing etc on brick/concrete surfaces complete all as specified and as directed. |
| 12 | M&L for complete removal of existing surfaces of walls and applying two coats of cement based paint white or tinted over a coat of cement based primer of same make complete all as specified and as directed. |
| 13 | S&F factory manufactured heavy duty FRP (Fibre Reinforced Polymer) moulded Drain cover slabs size 450 mm × 900 mm × 30 mm thick (minimum) including required size frame, manufactured from UV stabilised isophthalic polyester resin reinforced with E-glass fibre having minimum 30% glass content by weight, with integrally moulded ribs/stiffeners, anti-skid chequered top surface, corrosion, water and weather resistant, designed for minimum UDL of 5.0 kN and concentrated load of 2.5 kN without cracking, delamination or permanent deformation, including providing 20 Nos. integrally moulded/cored watering holes arranged in 5 rows of 4 Nos. each with edges properly finished and resin sealed, removing old/damaged cover, cleaning and preparing existing drain seating and setting/fixing the FRP cover true to line and level in CM 1:4/approved polymer modified bedding compound, including cutting, edge sealing, fixing accessories and demolition of existing drain cover of any type complete all as specified and as directed. |
| 14 | S&F factory manufactured heavy duty FRP (Fibre Reinforced Polymer) moulded drain cover slabs size 600 mm × 600 mm × 30 mm thick (minimum) including required size frame, manufactured from UV stabilised isophthalic polyester resin reinforced with E-glass fibre having minimum 30% glass content by weight, with integrally moulded ribs/stiffeners, anti-skid chequered top surface, corrosion, water and weather resistant, designed for minimum UDL of 5.0 kN and concentrated load of 2.5 kN without cracking, delamination or permanent deformation, including providing 20 Nos. integrally moulded/cored watering holes arranged in 5 rows of 4 Nos. each with edges properly finished and resin sealed, removing old/damaged cover, cleaning and preparing existing drain seating and setting/fixing the FRP cover true to line and level in CM 1:4/approved polymer modified bedding compound, including cutting, edge sealing, fixing accessories and demolition of existing drain cover of any type complete all as specified and as directed. |
| 15 | S&F factory manufactured heavy duty FRP (Fibre Reinforced Polymer) moulded manhole cover slabs size as required 30 mm thick (minimum) including required size frame, manufactured from UV stabilised isophthalic polyester resin reinforced with E-glass fibre having minimum 30% glass content by weight, with integrally moulded ribs/stiffeners, anti-skid chequered top surface, corrosion, water and weather resistant, designed for minimum UDL of 5.0 kN and concentrated load of 2.5 kN without cracking, delamination or permanent deformation, properly finished and resin sealed, removing old/damaged cover, cleaning and preparing existing manhole seating and setting/fixing the FRP cover true to line and level in CM 1:4/approved polymer modified bedding compound, including cutting, edge sealing, fixing accessories and demolition of existing manhole cover of any type complete all as specified and as directed. |
| 16 | M&L for broken stone or boulders hardcore of gauge not exceeding 63 mm deposited, spread and levelled in layers not exceeding 15 cm thick , watered, and rammed to a true surface complete all as specified and as directed. |
| 17 | M&L for 75 mm thick cement concrete Type D-2, (1:4:8), using 40 mm graded stone aggregate as in sub-base, foundations, filling and mass concrete etc including demolition of existing unserviceable concrete and removal from site complete all as specified and as directed. |
| 18 | S&F coloured glossy finish interlocking cement paver block, any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 Grade with,topping of cement mixed with imported pigment, laid over 50 mm thick sand cushion and joints filled with sand including dismentling of existing tiles of any description or in any position and removal from site etc. complete all as specified and as directed. |
| 19 | M&L for preparation of old steel surfaces of any description , not otherwise described , over 10 cm width or girth and applying two coats of synthetic enamel paint complete all as specified and as directed. |
| 20 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation, & not exceeding 10 Sqm on plan and getting out in any type of soil, complete all as specified and as directed. |
| 21 | Excavating in trenches,not exceeding 1.5 m wide and exceeding 1.5 m but not exceeding 3.0 m in depth for foundation, & not exceeding 10 Sqm on plan and getting out in any type of soil, complete all as specified and as directed. |
| 22 | M&L for 150 mm bore Reinforced concrete pipes, class NP-2, laid and jointed complete with coller including breaking up drain pipes 150 mm bore(SGSW/RCC) set in cement mortar complete all as specified and as directed. |
| 23 | M&L for Plain cement conc 1:3:6 type C-2 using 40mm graded agg as in conc bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore pipes all as specified.(Note- thickness of bed below the barrel of pipes 15 cm and width of bed : Outer diameter of drain pipes (not of sockets/collars) plus 30 cm all as specified and as directed. |
| 24 | M&L for 200 mm bore Reinforced concrete pipes, class NP-2, laid and jointed complete with coller including breaking up drain pipes 150 mm bore(SGSW/RCC) set in cement mortar complete all as specified and as directed. |
| 25 | M&L for Plain cement conc 1:3:6 type C-2 using 40 mm graded agg as in conc bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200 mm bore pipes all as specified.(Note- thickness of bed below the barrel of pipes 15 cm and width of bed : Outer diameter of drain pipes (not of sockets/collars) plus 30 cm all as specified and as directed. |
| 26 | M&L for HDPE DWC pipe SN8 sewage pipe of bore 150 mm laid and jointed including with collars and all fittings and fixture, laid in trenches and jointed in cement mortar complete as specified and as directed. |
| 27 | Returning, filling incl spreading leveling watering and well ramming in layers not exceeding 25mm in any type of soil complete all as specified and as directed. |
| 28 | Removing excavated material (soils) exceeding 250 m but n.exc. 500m and depositing where directed at a level not exceeding 1.5m above the starting point. |
| 29 | M&L for factory made cement concrete M-25 kerb stone fixed in position to the required line, level and curvature, jointed with cement mortar 1:3 including demolition of existing kerb stone of any description or in any position and removal from site etc. complete all as specified and as directed. |
| 30 | M&L for preparation of kerb stone concrete/brick surfaces of any description over 10 cm width or girth and applying two coat of synthetic enamel paint complete all as specified and as directed. |
| 31 | M&L for cement concrete type B-1, 1:2:4 using 20 mm graded stone aggregate as in edging of path area or mud stops, rounded or chamfered including necessary form work complete all as specified and as directed. |
| 32 | M&L for cement concrete 1:3:6 type C1 (20 mm graded crushed stone aggregate) as in foundation filling and mass including necessary form work etc complete all as specified and as directed. |
| 33 | Disposal of building rubbish/malba, similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading and disposal at an approved Municipal dumping ground outside Defence land (MoD land), for all leads and all lifts, complete all as specified and as directed by the Engineer-in-Charge.Notes:1. Photographic Evidence: The contractor shall submit clear photographic evidence in support of disposal of building rubbish/malba, similar unserviceable, dismantled or waste materials, indicating the condition of the site before loading, during transportation and after unloading at the approved Municipal dumping ground. The photographs shall preferably be geo-tagged and date-stamped and shall form part of the record for verification and payment purposes. 2. Certification by Engineer-in-Charge: Completion of whole work in this BOQ shall be deemed to have been achieved only after certification by the Engineer-in-Charge that no building rubbish/malba, similar unserviceable, dismantled or waste materials have been left at the site and that the site has been thoroughly cleared and cleaned to his satisfaction. 3. Each load shall comprise a minimum carrying capacity of 5.00 cubic metres (Cum). Payment under this item shall be made on a per-load basis for loads conforming to the above minimum capacity and duly verified by the Engineer-in-Charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysSep 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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