Military Engineer Services-MES has published Tender For Repair Replacement And Cleaning Of Manholes Sewage Line Septic Tank Soakage Well And Connected Misc B R Works At Aicts Ngm Ogm Fafa Qtrs Pcda O Nadfm Area Under Age B R I Of Ge S Pune. Submission Date for this Tender is 25-05-2024. Sewerage Construction Tenders in pune Maharashtra. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| 1f1d0252-2410-4a4b-9132-194657e9b083.html | Tender Notice | 0 KB |
| 8550TENDERDOCUMENTS.pdf | Tender Document | 0 KB |
| BOQ_730390.xls | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Scooping & taking out sludge, sullage and foreign materials from septic tank, soak wells of any description & depth including removing & re-fixing of accessories and appliances required for safe disposal of sludge, sullage and foreign materials either by carrying the same in covered van / trolley outside defence land and it should be disposed off at such place which is not determinate to public health, complete all as specified and directed. Note :- Net depth shall be measured for payment purpose after bailing out water and the cost of bailing out water shall be deemed to be included in unit quoted rates. |
| 2 | S&F in repairs of following bore reinforced concrete pipes, class NP2, laid and jointed complete with rubber ring joints including taking down / dismantling of old unserviceable RCC / SWG drain pipes and removing debris from site complete all as directed byEngr-in-Charge :- (a) 150 mm bore |
| 3 | (b)200 mm bore |
| 4 | (c.) 250mm dia |
| 5 | (c.) 300mm dia Note for item nos. 2 to 2.3 :- Laying of sewage line work is to carried out in running sewage water therefore, temporary diversion /plugged of existing sewage line & bailing out of sewage water is the responsibility of contractor and the cost for the same provisions are to be deemed to be included in unit quoted rates. |
| 6 | Excavation in trenches not exc 1.5m wide and n.exc 1.5m in depth for foundations, manholes etc and getting out in in soft / loose soil, complete all as specified and directed. |
| 7 | Excavation in trenches not exc 1.5m wide and exc. 1.5m but n.exc. 3.0m in depth for foundations, manholes etc and getting out in in soft / loose soil, complete all as specified and directed. |
| 8 | Excavation in trenches or in road cuttings not exc 1.5m wide and n.exc 1.5m in depth for foundations, manholes etc and getting out in in hard / dense soil, complete all as specified and directed. |
| 9 | Excavation in over areas, n.exc. 1.50m deep and getting out in soft / loose soil, complete all as specified and directed. |
| 10 | M&L TMT bars, up to 10 mm dia cut to length, bent to shape required including cranking, bending spirally for hooping for column, hooking ends and binding with and incl MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed. |
| 11 | M & L for mild steel work as in small article such as bands, straps, supports or stay for rainwater pipe including nut bolts, hold fastsetc confirming to Fe-290 Gde-E-165, complete all as specified and directed. |
| 12 | M&L for concrete bed 1:4:8 type D-2, using 40mm graded stone aggregate as in drain pipes including forming cradles, suitable for 150mm bore of pipe, complete all as specified and directed. |
| 13 | M&L for concrete bed 1:4:8 type D-2, using 40mm graded stone aggregate as in drain pipes including forming cradles, suitable for 200mm bore of pipe, complete all as specified and directed. |
| 14 | M&L for concrete bed 1:4:8 type D-2, using 40mm graded stone aggregate as in drain pipes including forming cradles, suitable for 250mm bore of pipe, complete all as specified and directed. |
| 15 | M&L for concrete bed 1:4:8 type D-2, using 40mm graded stone aggregate as in drain pipes including forming cradles, suitable for 300mm bore of pipe, complete all as specified and directed. |
| 16 | Returning, filling in any type of soil, including spreading, levelling, watering and well ramming in layers n.exc 25cm thick, complete all as specified and directed. |
| 17 | Removing excavated materials (Soil) n. exc. 50m and depositing where directed at a level n. exc. 1.50m above the starting point, complete all as specified and directed. |
| 18 | S&F in repairs PVC (SWR), 75mm dia outlet floor trap, plain with grating including jointing with solvent cement, fixed to cement concrete type B1 1:2:4, complete all as specified and directed. |
| 19 | S&F in repairs PVC (SWR) gully trap 125x110mm, setting and jointing to waste pipe pipe with solvent cement, complete all as specified and directed. |
| 20 | Cleaning of manholes of any size and any depth by taking out semi solid / solid sludge from manholes completely and dispossed off the same in covered vehicle out side the MOD land complete all as directed by Engr-in-charge. |
| 21 | M&L for cleaning of blockage of sewer lines of any type & any dia of sewer line (ie branch sewer line or main sewer line) by way of cleaning desludging foreign material as well as rodding ofsewer line between succession manholes manually /mechanically or by pumping out sewage from blocked manhole including desludging where required and ordered by Engineer-in-Charge and keeping sewer line functional entering from floor trap, water closet, soil waste / vent pipe, gully trap up to final drop / outlet into septic tank, soakage well complete all as specified and directed by Engineer-in-charge. |
| 22 | Cleaning of sewage system on day to day basis including blocked WCs, blocked WHB outlet , bottle traps, nahani traps, floor traps, gully traps, soil/waste pipe running on external walls of building including junctionsin running / flowing condition without any disturbance and removing all types of blockages of anydescription in any situation manually or mechanically and disposal off of the sludge / waste materials outside the Defence land by deploying 02 (TWO) safaiwala per day (All working days) complete all as specified and directed by Engineer-in-charge. Note :- (i) Complaint shall be completed within 24 hours and major complaints within a week. (ii) If safaiwala not attended the complaint within the time frame as mentioned above, 50% of quoted rate shall be deducted from the contractor’s dues as a penalty. (iii) The contractor shall be responsible to maintain daily job completed by safaiwala deputed by him in the subject work and obtain the signature of I/C complaint cell / Engr-in-charge daily at 1700 hours on all working days. (iv) Attending one complaint and make it functional shall be measured as one Job. |
| 23 | Cutting into existing manholes 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 the following dia of pipe, complete all as specified and directed:- (a) 150mm bore |
| 24 | (b) 200 mm Bore |
| 25 | (c) 250 mm bore |
| 26 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for , complete all as specified and directed. |
| 27 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for , complete all as specified and directed. |
| 28 | Dismantling of stone walling / PCC block walling / brick masonary, built in cement mortar including all quoins, arches, pillars etc., complete all as specified and directed. |
| 29 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling / mass concrete, complete all as specified and directed. |
| 30 | M&L for brick work with fly ash Bricks straight or curved on plan exec 6 mtr mean radius with modular bricks in CM 1: 6 complete all as specified and as directed. |
| 31 | M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6, brought up to course, complete all as specified and directed |
| 32 | M & L for 75mm thick PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in hardstanding / approaches, finishing cement concrete surface even & smooth using extra cement and brooming etc complete all as specified and directed. |
| 33 | M&L PCC (1:2:4) type B-1 using 20 mm stone graded aggregate as in benching & copping to manholes etc., complete all as specified and directed. |
| 34 | M&L for three coats white wash on new plastered surfaces of wallincluding preparation of new surfaces,complete as specified and directed. |
| 35 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds mitred / stopped end, complete all as specified and directed. |
| 36 | M & L 15mm thick rendering in cement mortar 1:4 on stone walling / block walling / brick masonry work or concrete surfaces, surfaces to be finished even and smooth with spong finish mixed with water proofing compound as per manufacturer"s instructions complete all as specified and as directed. Note :- Water proofing compound shall be measured & paid separately under respective item. |
| 37 | M & L 15mm thick rendering in cement mortar 1:4 on stone walling / block walling / brick masonry work or concrete surfaces, surfaces to be finished even and smooth with spong finish mixed with water proofing compound as per manufacturer"s instructions including taking down of old unserviceable plaster complete all as specified and as directed. Note :- Water proofing compound shall be measured & paid separately under respective item. |
| 38 | Supply only liquid water proofing compound, complete all as specified and directed. |
| 39 | Dismantling & breaking of drain pipes of 75mm to 110 mm dia of AC/ PVC, set in cementmortar or adhensive, complete all as specified and directed. |
| 40 | S&F 110 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wallor laid under floors / in earth, complete all as specified and directed. Note for item nos.36 & 37:- Quoted rates shall be deemed to be inclusive of necessary scaffolding / security measures as the work is to be carried out for elevated height upto 12 mtr height building. |
| 41 | S&F 75 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wallor laid under floors / in earth, complete all as specified and directed. |
| 42 | S&F in repairs PVC (SWR),110mm bore junction with access door, single (Single Tee), equal or unequal,complete all as specified & directed. |
| 43 | S&F in repairs 110 mm bore PVC (SWR) bends, any radius, complete all as specified and directed. |
| 44 | S&F in repairs 75 mm bore PVC (SWR) bends, any radius, complete all as specified and directed. |
| 45 | S&F in repairs PVC (SWR) bends with oval access door of 110 mm bore, complete all as specified and directed. |
| 46 | S&F in repairsPVC (SWR) bends with oval access door of 75 mm bore, complete all as specified and directed. |
| 47 | S&F in repairsPVC SWR Branch piece single(Single Y) equal or unequal 110mm dia with door access, complete all as specified and directed. |
| 48 | S&F in repairsPVC SWR Branch piece single(Single Y) equal or unequal 75 mm dia with door access, complete all as specified and directed. |
| 49 | S&F in repairs stainless steel grating of 100mm in size suitablr for nahni trap/floor including jointing, complete all as specified and directed. |
| 50 | M&L for providing precast reinforced cement concrete 1:2:4 type B-1 (Using 20mm garded crushed stone aggregate) as in manhole covers and setting in cement mortar 1:4, complete all as specified & directed. |
| 51 | M&L for precast factory made manhole cover of medium duty, area of each cover n.exc 0.75 Sqm, 100mm thick with SFRCconcretingincluding groove and hook arrangement for lifting and placing in position and sides covered by MS sheet with necessary collars, complete all as specified and directed by Engr-in-charge. |
| 52 | M&L for PCC 1:2:4 type B1(Using 20mm graded stone aggregate) as in cement concrete in rounded or coping chamfered on edges of chequired tiles / interlocking tiles etc. complete all as specified and directed |
| 53 | M&L for coloured precast cement concrete interlocking tiles 60mm thick, M-35 grade of any shape and size, conforming to IS-15658-2006 glossy finish as in floor / pavement laid over and including 30mm thick stone dust cushioning, laid dry to the profile over hard concrete sub base filling complete all as specified and directed by Engr-in-Charge |
| 54 | S&F in repairs vitreous china, squatting pan, "Orissa" pattern, size 580 x 440mm white, with integral foot rest, including provision of concrete bedding with and including PVC flushing cistern 10 Ltr capacity including all internal fitting, inlet, outlet pipe connections etc. complete all as specified and directed |
| 55 | S&F in repairs vitreous china wash down water closet pan, "Pedestal white, including fixing bolts etc including PVC seat cover white with flat bottom including MS, CP or aluminium anodised hinge devices with and including PVC low level flushing cistern 10 Ltr capacity with all internal fitting, inlet, outlet pipe connections etc. complete all as specified and directed. |
| 56 | M&L for 25 mm thick PCC 1:2:4 type B-0 (Using 12.5mm graded stone aggregate) as in floor, finished the surfaces fair & even to receive floor finishes, complete all as specified and directed. |
| 57 | M&L for matt finished, Joint free coloured ceramic tiles 7 to 8 mm thick 600 x 600 mm size of approved colour, set, jointed in cement slurry and pointed in white or coloured cement to match the shade of tiles laid over & including 20 mm thick screed bed in CM 1:6 as in flooring including dismantling floor, hearth including cement mortar bedding, removing rubbish off the premises complete all as specified and as directed. |
| 58 | M&L for glazed ceramic tiles 600 x 300 mm size, 7-8mm thick, coloured, as in skirting / Dado, laid and jointed in neat cement slurry and pointed in coloured cement to match complete laid over and including 15 mm thick backing coat in CM 1:4 including triangular filleting on top edges in CM 1:4 including taking down existing wall finishes including backing coat complete all as specified and directed. |
| 59 | M&L for 75mm thick PCC 1:4:8 type D-2 (Using 40mm graded stone aggregate) as in sub base of floor, finished the surfaces fair & even to receive floor finishes, complete all as specified and directed. |
| 60 | M&L for precast coloured chequered cement concrete tiles, glossy finish of size 305x305x25 mm thick, machine pressed, set jointed and pointed with grey cement and pigment as in floor and cut and polished laind over and including 20 mm thick screed bed in cement mortar 1:4 including demolition of exiting floor tiles including bedding layer complete all as specified and directed |
| 61 | S&F high density 40mm bore polythylene pipes (HDPE) of pressure rating 6 kg/cm² fixed complete to wall or in floors with necessary socket, elbow & bendetc complete fixedto wall or in floors etc complete all as specified and as directed. |
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