Military Engineer Services-MES has published Tender For Provision Of Drainage System With Pump And Sump At Muzaffarpur Mil Stn. Submission Date for this Tender is 12-06-2023. Drainage Tenders in muzaffarpur Bihar. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 11-May-2023 | Bid submission end date postpond | Date | 29-05-2023 |
| 2 | 18-May-2023 | Certain dates has been changes | Date | 05-06-2023 |
| 3 | 25-May-2023 | BOQ | BOQ | 05-06-2023 |
| 4 | 05-Jun-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 12-06-2023 |
| Sl. No. | Item Description |
| 1 | Supply, Installation ,testing and commissioing of Horizontal, Single Stage centrifugal pumping set with four wheel trolley mounted self priming sewage dewatering pump with 500 meter cube per hour discharge, rated speed 1475 RPM, Drived with Diesel engine of capacity 56.4HP/42.1kW. Pump suction and delivery 200X200 MM, Performance testing standard : ISO 9906 / ANSI-HI 14.6 Gr 2B,Hydrostatic test pressure : 8.83 bar.g, Cast iron casing and Impeller , Carbon steel shaft ,Foot valve/NRV and allarrangeents complete all as spcefied and as directed Below.Make- Kirloskar Brothers limited , KSB , Shakti pump India Ltd. |
| 2 | Engine With capacity 56.4 HP/42.1kW, Diesel driven and coupled with above specifed Pump on a comman base frame,Air cooled/with radiatorIncluding Coupling, coupling guard , battery along with charger and self starter suitable size , fuel tank 40 lits capacity, RPM as match with pump speed. Make- KOEL,TMTL , Kirloskar, cumins, Greaves contton, caterpillar, Eicher Enginees. |
| 3 | Complete set system tobemountedona commonbase frame of a four wheel trolley having a hook for attachment with any other pulling systemand shallfollow following duty. |
| 4 | Horizontal, Single Stage centrifugal ,Self priming sewage dewatering pumps ( Two Working ) |
| 5 | (a) Capacity -500 M3/HR(Meter Cube per hour)at 10 Meter |
| 6 | (b) Head-:Upto 32 Meter |
| 7 | (c) Rated RPM Pump : 1475 RPM |
| 8 | (d) Diesel Engine Capacity: 56.4HP/42.1kW |
| 9 | (e) Battery 180 AHwith warranty and Sutible to start the engine of above capacity and having charging panel insttalled with battery Make- Exide /Amron/TATA. |
| 10 | Centerlly Blanced 4 Wheel, 2 Fixed-Straight Axle rectangular shape trolly which should bear the load ,moving load , pulling load of pump and engined coupled ,Trolley to be fabricated from MS channel of minimun size 125 mm X 75 mm, minimum wieght of trolley to be above 100 KGs (as per manufacturer instruction).Trolly Defined Size below |
| 11 | (a) Ground clarance - 210-260 MM (+10%),Length - 4000MM (+10%),Width -2000MM (+10%) |
| 12 | (b) TYRESof min 1 Year warranty Front Tyre 6.0 x 16 Rear Tyre 6.0 x 16 Make- MRF/CEAT/Apollo |
| 13 | Supply, Installation ,testing and commissioing of Horizontal, Single Stage centrifugal pumping set with four wheel trolley mounted self priming sewage dewatering pump with 270 meter cube per hour discharge, 1500 RPM, Drived with Diesel engine of capacity 32 HP/23.86 kW. Pump suction and delivery 150X150 MM, Cast Iron Casing and Non clogImpeller , Carbon steel shaft ,Shaft sleeve Stainless steel, Sealing gland packed ,Foot valve/NRV and allarrangeents complete all as spcefied and as directed Below.Make- Kirloskar Brothers limited , KSB ,or Crompton |
| 14 | Engine With capacity 32HP/23.86 kW, Diesel driven and coupled with above specifed Pump on a comman base frame,Air cooled/with radiatorIncluding Coupling, coupling guard , battery along with charger and self starter suitable size , fuel tank 40 lits capacity, RPM as match with pump speed. Make- KOEL,TMTL, Kirloskar, Cumins, Greaves contton, caterpillar, Eicher Enginees. |
| 15 | Complete set system tobemountedona commonbase frame of a four wheel trolley having a hook for attachment with any other pulling systemand shallfollow following duty. |
| 16 | Horizontal, Single Stage centrifugal ,Self priming sewage dewatering pumps ( one Working ) |
| 17 | (a) Capacity :270 M3/HR(Meter Cube per hour) at 10 Meter |
| 18 | (b) Head :Upto 25 Meter |
| 19 | (c) RPM Pump : 1500 RPM |
| 20 | (d) Diesel Engine Capacity:32HP/23.86 kW |
| 21 | (e) Battery 180 AH with warranty and Sutible to start the engine of above capacity and having charging panel insttalled with battery Make- Exide /Amron/TATA. |
| 22 | Centerlly Blanced 4 Weel 2 Fixed-Straight Axle rectangular shape trolly which should wear load ,moving load , pulling load of pump and engined coupled , Trolley to be fabricated from MS channel of minimun size 125 mm X 75 mm, minimum wieght of trolley to be above 100 KGs (as per manufacturer instruction).Trolly Defined Size below |
| 23 | (a) Ground clarance - 200-250 MM (+10%), Length - 3500MM ,(+10%),Width -1600MM (+10%) |
| 24 | (b) TYRESof min 1 Year warranty Front Tyre 6.0 x 16 Rear Tyre 6.0 x 16 Make- MRF/CEAT Apollo. |
| 25 | Supply laying, jointing and testing GI pipe 200mm bore galvanized, “Medium grade”, including all necessary fittings complete all as directed. |
| 26 | Supply laying, jointing and testing GI pipe 150mm bore galvanized, “Medium grade”, including all necessary fittings complete all asdirected. |
| 27 | Supply and fixing heavy duty suction pipe PVC flexible irrigation type excellent resistance to saline water, light acids, alkalles & other chemicalsincluding clamp and jointing fittings, normal size of 200 mm (8”) dia, inner dia 203.2 (+) 2.0 outer dia 224.4 (+) 2.0 complete all asdirected.Make : Kanaflex or equivalent |
| 28 | Supply and fixing heavy duty suction pipe PVC flexible irrigation type excellent resistance to saline water, light acids, alkalles & other chemicalsincluding clamp and jointing fittings, normal size of 150 mm (6”) dia, inner dia 152.4 (+) 1.5 outer dia 169.4 (+) 2.0 complete all as ed.Make : Kanaflex or equivalent |
| 29 | Supply and laying 200 mm dia canvas delivery hose pipe circular woven jacket made from a special blend of cotton and synthetic yarn with high abrasion and heat resistance, working pressure 8 kg/cm2, burst pressure 24 kg/cm2including clamp and jointing fittings, nipple, flange and all other relevant items complete all as directed. |
| 30 | Supply and laying150 mmdia canvas delivery hose pipe circular woven jacket made from a special blend of cotton and synthetic yarn with high abrasion and heat resistance, working pressure 8 kg/cm2, burst pressure 24 kg/cm2including clamp and jointing fittings, nipple, flange and all other relevant items complete all as directed. |
| 31 | S & F Foot valve PVC type for 200 mm dia suction hose pipe complete all as directed. |
| 32 | S & F Foot valve PVC type for 150 mm dia suction hose pipe complete all as directed. |
| 33 | Supply and fix Valve, butterfly conforming toIS 13095,200 mmbore including gasket and all fittings complete all asdirected.. |
| 34 | Supply and fix Valve, butterfly conforming toIS 13095,150 mmbore including gasket and all fittings complete all asdirected.. |
| 35 | Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth for laying of pipe,foundation etc or for manholes shafts, wells cesspits, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth in soft / loose type of soil and getting out complete all as directed |
| 36 | Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth for laying of pipe, valve pit etc or for manholes in hard / dense type of soil and getting out complete all as directed. |
| 37 | Returning filling in, including spreading, leveling watering & well ramming in layers not exc 25cm thick complete all as directed . |
| 38 | Removing excavated material to a distance not exc 50 mtr & depositing where directed at a level not exc 1.5 mtr above the starting point complete all as directed. |
| 39 | M&L for old size brick work with sub class "B" bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as directed |
| 40 | M&L for 15 mm thick rendering in two layers (10mm+5mm)on fair faces of brick/ concrete surfaces in CM (1:4)finished surface even and faircomplete all as directed |
| 41 | M&L for PCC1:2:4 type B-1 (using 20mm graded stone aggregates) for hunchingto hume pipes ) complete allas directed |
| 42 | Surface excavation n. exc 30cm deep & averaging avergeing 15cm deep and getting out in soft/loose soil complete all as directed. |
| 43 | M&L for sand filling under floors or in foundations, laid in layers n exc 15 cm thick, spread levelled including watering and consolidation complete all as directed |
| 44 | M&L for hard core of broken stone or boulders of gauge not exc 63 mm deposited spread and leveled in layers not exceeding 15 cm thick watered and rammed to a true surface complete all as directed |
| 45 | M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate), as in foundation, filling and mass concreting complete all as directed. |
| 46 | Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide for rough finished flat surfaces complete all as directed |
| 47 | M&L for cement concrete work in concrete road, pavement/hard-standing of of flexural strength 40 kg/sqcm in field using 400 kg of cement per cum thickness of concrete 25cm or lesscomplete all as directed. |
| 48 | Forming Contraction (Dummy) joints 65 mm deep x 10mm wide, filled with sealing compound grade "A"complete all as directed |
| 49 | M&L for 450mmRCC pipes, class NP2 ,laid and jointedwith collarscomplete all as directed |
| 50 | M&L for 300mmRCC pipes, class NP2 ,laid and jointedwith collars complete all as directed |
| 51 | M & L for mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing using Fe 410-W(Gde-E-250) quality-A complete all as directed |
| 52 | Demolition/Dismantling of unreinforced cement concrete of any description and in anypositionnot otherwise specifically provided for complete all as directed |
| 53 | M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate), as in founadation ,filling and mass concretekcomplete all as directed |
| 54 | M&L for PCC 1:2:4 type B1 (using 20mm graded stone aggregate),as in coping complete all as directed |
| 55 | M&L for Cement concrete 1:2:4using 40mm graded stone aggregate type-B2 as in surface channels and drains complete all as directed |
| 56 | Extra for forming fair finished drain or channel (+) 30 cm inner girth in cement concrete, using ex- tracement, including forms, moulds, mi- tred/stopped ends etc complete all as directed |
| 57 | Excavationover areas n exc 1.5 m deep in soft/loose soiland getting out complete all as directed. |
| 58 | Excavation over area exc 1.5 m deep and n exc 3.0 m deep and getting outsoft/loose soil complete all as directed |
| 59 | Excavation over area exc 3 m deep and n exc 4.5 m deep and getting out in soft/loose soil complete all as directed |
| 60 | M&L RCC M-30 (Design Mix) using 20mm graded stone aggregates as in walls, retaining walls, basement walls, ballast walls and the like;any thickness; above top of footings; including attached pilastersandbuttresses complete all as directed Note :- Construction joint should be made water/leakage proof by providing epoxy resin and injection grouting on construction joints in wall as per company instructions. Make of epoxy resin -fosroc, podilite, sika etc. |
| 61 | M&L RCC M-30 (Design Mix) using 20mm graded stone aggregates as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as directed |
| 62 | M & L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping forcolumns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as directed |
| 63 | M&L TMT bars8mm dia and over up to and including 10 mm dia as in stirrups, 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 0.90 mm dia or securing with clips complete all asdirected. |
| 64 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as directed |
| 65 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as directed |
| 66 | Excavation in post hoes (or similar hole )each n.exc 0.5 cum in soft/loose soil getting out returning filling inand ramming earth or broken rubble mixed with earth around in layer not exceeding 25 cm complete all as directed. |
| 67 | S&F steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS.1161-1998 grade St-240 complete all as directed |
| 68 | M&L for preparing the newly surface of any description not otherwise described over 10 cm width or girth on steel surface and applying two coats of synthetic enamel paint over one coat of zinc chromate primer complete all asdirected. |
| 69 | M&L for Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all asdirected . |
| 70 | M&L for 100mm thick PCC 1:3:6 type C2 using 40mm graded stone aggregateas in floor complete all as directed |
| 71 | M&L for PCC 1:2:4 type B1 (using 20mm graded stone aggregate), for foundations and flooring complete all as directed |
| 72 | S&F steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes confirming to I.S. 1161-1998 |
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