Tender For Repair/Replacement And Maintenance Of Sewage Line, Manholes Incl Attending Day To Day Complaints, Certain Other Misc B/R Works At Bana Singh Enclave And Phillaurah Enclave Under Age B/R-Ii Of Ge (South) Delhi Cantt-10.
Tender Overview
Project Description
Tender for Repair/Replacement And Maintenance Of Sewage Line, Manholes Incl Attending Day To Day Complaints, Certain Other Misc B/R Works At Bana Singh Enclave And Phillaurah Enclave Under Age B/R-Ii Of Ge (South) Delhi Cantt-10.
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning of sewage lines from 100 mm bore 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 to the entire satisfaction of Engineer-in-Charge 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) The Manhole will measured and paid separately. |
| 2 | Dewatering/desilting of existing manholes of depth not exceeding 3.0 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 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. |
| 3 | 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. |
| 4 | 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. |
| 5 | 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. |
| 6 | Removing blockage including cleaning of RCC/SGSW pipe upto and including 300mm bore line onward to 1st manhole by rodding / choke remover, manually or otherwise including removing & refixing manhole covers of manhole complete all as specified and as directed. |
| 7 | Site clearance soft loose soil including clearing away all grass vegetation, saplings,shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm in girth (measured at a height of one meter above ground level) and removing entire rubbish out side MoD land complete all as specified and as directed. |
| 8 | Demolition and breaking up drain pipes 150/200/300mm (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and as directed. |
| 9 | 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. |
| 10 | M&L 300 mm bore Reinforced concrete pipes, class NP-2, laid and jointed complete with coller all as specified and as directed. |
| 11 | M&L for Plain cement conc 1:4:8 type D-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 300 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. |
| 12 | M&L 200 mm bore Reinforced concrete pipes, class NP-2,laid and jointed complete with coller all as specified and as directed. |
| 13 | M&L for Plain cement conc 1:4:8 type D-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 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. |
| 14 | M&L 150 mm bore Reinforced concrete pipes, class NP-3, laid and jointed complete with coller complete all as specified and as directed. |
| 15 | M&L for Plain cement conc 1:4:8 type D-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 complete all as specified and as directed. |
| 16 | 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. |
| 17 | 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. |
| 18 | Plugging minor leakages of SGSW/ RCC pipes 150 mm bore to 300 mm bore pipes by carefully detecting leakage, cleaning outer surface of pipes and plugging with cement mortar 1:2 and/ or PCC 1:2:4 Type B-1 including rubber packing as required at site complete all as specified and as directed. Note:- Excavation, returning filling & removal of surplus soil shall be measured and paid for separately under respective Items. |
| 19 | M&L for Brick work in cement mortar (1:4) using sub class 'B' straight or curved on plan exceeding 6 m mean radius including demolition of existing brick work in any position/any type and in any shape complete all as specified and as directed. |
| 20 | M&L for 15 mm thick rendering with ready mix plaster on brick or concrete surfaces finished even and smooth without using extra cement, levelling the surface, curing etc complete all as specified and as directed. |
| 21 | M&L for cement concrete 1:3:6 type C1 (20 mm graded crushed stone aggregate) as in surface channels and drains including demolition of existing unserviceable concrete and removal from site including necessary form work etc complete all as specified and as directed. |
| 22 | M&L for preparation of old decorated wall surfaces by complete removal of existing treatment and applying one coat of cement base paint, white or tinted complete all as specified and as directed. |
| 23 | M&L Precast RCC 1:2:4 type B1 using (20mm graded aggregates) as in manhole/Drains covers set in cement mortar1:4 including demolition of existing unserviceable concrete and removal from site including necessary form work etc complete all as specified and as directed. |
| 24 | M&L for 15 mm thick rendering with ready mix plaster on brick or concrete surfaces finished even and smooth without using extra cement, curing etc including taking down existing cement plaster from brick/concrete surfaces complete all as specified and as directed. |
| 25 | M&L for preparation of newly plasered surfaces of walls and applying two coat of cement based paint over a coat of alkali resistant primer, complete all as specified and as directed. |
| 26 | S & F mild steel framed work such as grill, gratings etc with ends of bars shouldered and/or riveted or forged into spikes, framed guard bar; barred iron doors, ladder; framed balusters; railing; frame work for water tanks and similar work conforming to Fe-410, Gde-E-310, including dismantling of existing iron/cast iron any type etc. complete all as specified and as directed. |
| 27 | M&L for preparation of new steel and iron surfaces exceeding 10cm width or grith and applying two coats of Synthetic Enamel paint over one coat of red oxide complete all as specified and as directed. |
| 28 | S&F in repairs PVC (SWR) pipes 110mm bore single socketed, in any length with rubber ring joints fixed to wall/trenches/floor including dismantling of existing SWR/PVC/Salt glazed ware/AC or reinforced concrete pipe set in cement mortar etc. complete all as specified and as directed. |
| 29 | S&F in repairs PVC (SWR) bend/Tee, Socket etc. any radius for 110mm bore pipe complete all as specified and as directed. |
| 30 | M&L for cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) in plinth protection, 50 mm thick, finished even and smooth without using extra cement including demolition of existing unserviceable concrete and removal from MoD land complete all as specified and as directed. |
| 31 | S&F in repairs factory made SFRC 70 mm thick (any size of cover slab) manhole cover size with 1mm thick MS sheet frame all around edges of cover slab set in cement mortar 1:4 including demolition of existing unserviceable cover slab and removal from site complete all as specified and as directed. |
| 32 | M&L for cement concrete Type D2, (1:4:8), using 40mm 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. |
| 33 | M&L for machine pressed, factory made, glossy finished chequered cement concrete tiles 30cmx30cmx(22-25)mm thick, set jointed and pointed in neat cement slurry in floor with grey cement and pigment with 20 mm thick screed bed are bedding layer of cement mortar (1:4) for laying floor finishes including dismantling of existing tiles of any description or in any position and removal from site etc. complete all as specified and as directed. |
| 34 | S&F coloured glossy finish interlocking cement paver block,any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade with,topping of cement mixed with imported pigment, laid over 40mm 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. |
| 35 | S&F coloured glossy finish interlocking cement paver block,any shape and size confirming to IS 15658-2006 of 80mm thickness, M-35 Grade with,topping of cement mixed with imported pigment, laid over 40mm 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. |
| 36 | M&L for Machine cut kota stone slab flooring 18-20mm thick over cement screed and jointed with grey cement slurry mixed with pigment to match the shade of the slab including 15mm thich screed bed or bedding layer in cement mortar (1:4), rubbing and polishing including dismantling of existing kota stone flooring and removal from MoD land etc. complete all as specified and as directed. |
| 37 | M&L for cement concrete type B-0, 1:2:4 using 12.50mm graded stone aggregate as in copings, kneelers, apex stones, bed plates, stone kerbs, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, including demolition of existing unserviceable concrete and removal from site etc. complete all as specified and as directed. |
| 38 | S&F 12- 15 mm thick heavy duty parking tiles of any colour, any pattern any desing as approved by Engineer-in-Charge, area of each tile exc 0.04 Sqm but n.exc 0.36 Sqm as in floors/landing/steps/riser/parking/footpath etc and over & including 15mm thick screed bed or bedding/rendering layer in cement mortar 1:4, including jointed with neat cement slurry and pointed in coloured cement to match the surface of tiles including dismantling of existing tiles of any description and removal from site etc. complete all as specified and directed |
| 39 | M&L for preparation of existing kerb stone concrete/brick surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed. |
| 40 | 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 |
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