Tender For Work Of Sewer Line, Water Line, Road Etc In Front Of House No C-88 At Lohia Nagar, 1 Earth Work In Cutting Or In Embankment In Ordinary Soilexcavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankme

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Tender For Work Of Sewer Line, Water Line, Road Etc In Front Of House No C-88 At Lohia Nagar, 1 Earth work in cutting or in embankment in ordinary soilexcavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layersincluding ramming and dressing the surface to required levels andslopes and also including 1.5 m lift and 30m lead. The earth inform of cutting to be used as spoil banks within 50m distance asdirected by the Engineer-in-Charge. Item no. 253(a) Cartope upto 5km 2 Providing and laying dry Granulr sub base in two layer 10 cm each(GSB) toincluding Mechanicallycompaction etc. complete. As pr morth spec.(A.R.) 3 Providing and laying sepreading wet mix Macadam (WMM) two layer 10 cm each to thick including Mechanically compaction etc. complete.(A.R.). As pr morth spec. 4 Providing and applying primer coat with bitumen emulsion slow setting using spray set including cleaning of road surface and sparying primar at the rate of 0.5 kg per sqm with mechanical means.(A.R.)As pr morth spec. 5 Providing and laying bituminous macadam(BM) with 60-90 TPH hot mix plant producing an average output at 25 cum per hour crushed aggregate of specified grading premixed woth bituminous binder @3.40%transported to site finisher to the required grade, level and sligment and rolled as per clauses,501.6 and 501.7 to achieve the desired completion.(A.R.)As pr morth spec. 6 Providing and applying tak coat with bitumen emulsion slow setting using spray set including cleaning of road surface and sparying primar at the rate of 0.25 kg per sqm with mechanical means.(A.R.)As pr morth spec. 7 Providing and laying bituminous concrete (BC) with 60-90 TPH hot mix plant using crushed of specified grading premixed withbituminous binder @5.4% transported to site. land over a preiously prepared surface with paver finisher to the required grade, level and alignement and rolled as per clauses,508 to achieve the desired completion.(A.R.) As pr morth spec. 8 Part (b) Drain Work 9 Excavation in foundation in ordinary soil including dressing Section to the required grade Camber & Side slopes & Conveying the Excavated materials with all Lift & Lead upto 1.50 m and lead up to 30.00 m& Spreading for embankment or stacking as directed etc complete.SOR/22/251 10 Concrete with 4cm gauge brick ballast ,Fine sand of 1.25 F.M and cement, in proportion of 8:4:1 in foundations and under floors,including supply of all materials, labour,tools & plants etc. required for proper completion of the work.SOR/22/275 11 M-150 Brick work in 1:4 (1 cement : 4 coarse sand)in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.SOR/22/ 305(a) 12 12mm thick plaster with cement and coarse sand and in 1 : 4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.SOR/22/584a 13 Cement concrete with 2 cm gauge approved stone grit , approved coarse sand and cement in the proportion of 4:2:1including supply of all material , labour and T&P etc. required for Proper completion of workas directed by the Engineer-in-charge as per SI. No (279a). (Rates are including all taxes,freight etc but excluding GST). SOR/22 279(a) 14 RCC work Providing and laying in position specified grade of reinforced cement concrete in slab 2 cm gauge including the cost of centering, shuttering, finishing and excludingreinforcement - All work up to plinth level in :1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mmnominal size)SOR/22/284a 15 M.S (Tor steel plain or plain) in plain work such as R.C.C or R.B work including cost of binding wire SI. No (504). work for drain slab 16 cross bar 12Ø 17 main bar 16Ø 18 Part© WaterLine Work 19 Exeavation in Foundation in ordinary soil (clay or sand) includinglift upto 1.50m and lead upto 30m. And including fillingwatering and ramming of excavated earth into the trenches or into spacebetween the building and the sides of foundation trenches or intothe plinth and removal and disposal of surplus earth as directedby the engineers-in-charges upto a distance of 30m from thefoundation trenches. PWD SOR 251 20 Supply of the following size of pipes including loding unloding &cartage up to the site. 21 PVC pipe (6 kg/cm2) 110 mm PWD shude. (30A) SOR 22 Supply of the following size of pipes including loding unloding &cartage up to the site. 23 PVC pipe specials 10% of item no.16A 24 Carting &laying and jointing of the foolowing sizes of pipes inclunding lowering them into the trenches including the cost of all jointing material labour T&P etc complete 25 PVC pipe (6 kg/cm2)110mm UPJAL NIGAM 26 Supply of the following size of sluice valves in cluding loding unloding at the site. AS per is 780-1960 27 sluice valve 110 mm dia UPJAL NIGAM 28 D joint5 dia PVC 29 Socket 5 dia PVC 30 Constructing masonry chamber 0.90x0.90x1.50 mtr inside in brick work in cement morter 1:3 (1 cement ,3 coarse sand) for sluice valve with RCC cover with with frame,footrest and RCC top slab 1:2:4 mix (1 cement ,2 coarse sand 4 graded stone aggreagate 20 mm nominal size) i/c necessary excavation foundation concregate 40 mm nominal size) and inside plastring with cement mortar 1:3 (1 cement ,3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : with common burnt clay F.P.S. (non modular) bricks of class designation 7.5(AR)scour Valve, Air valve, fire Hydrent chambers Masonry type. (A.R.) 31 Supplying & Layings of 80mm thick pre cost cement concrete shape interlocking tilesS.I( as per SOR new item-14/P-48). 32 Sewar work 33 Excavation of earth for sewer line including lift upto 1.50m and lead upto 30m. And including filling watering and ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into main holes and connecting chamber the plinth and removal and disposal of surplus earth as directed by the engineers-in-charges upto a distance of 30m from the. 251(A) 34 UP JAL NIGAM1(A) 0.00-1.5m B.G.L. 35 UP JAL NIGAM 1(B) 1.50-3.00m B.G.L. 36 Supply of 350 mm dia RCC hume pipes NP-3 class socket and spigot type of standard mark as per direction of E/I Sor/22/Page 9 37 Carting and laying of hume pipe NP-3 class & specials from store to the working site to work. Lowering the same into trenches,true to alignment,cauking the joints with with rubber ring, & joint with1:2 cement mortar below invert level of pipe, coast of all jointing materials,testing etc complete.(A.R.) 38 3(A) 0.00-1.5m B.G.L. 39 3(B) 1.50-3.00m B.G.L. 40 Constructing masonry chamber 1.0x1.2x3 mtr inside in brick work in cement morter 1:3 (1 cement ,3 coarse sand) for sluice valve with RCC cover with with frame,footrest and RCC top slab 1:2:4 mix (1 cement ,2 coarse sand 4 graded stone aggreagate 20 mm nominal size) i/c necessary excavation foundation concregate 40 mm nominal size) and inside plastring with cement mortar 1:3 (1 cement ,3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : with common burnt clay F.P.S. (non modular) bricks of class designation. A.R 41 Construction of Brick main hole of regulating shift(1.0m*1.2m*3.0m) size -----as per direection of E/I (+/-) AR 42 Open timbering in trenches for depth up to 3.00 mtr BGL and consisting of 40 mm thick approved country wood plank all complete as per direction of E/I.UP JAL NIGAM 43 Cement concret 1:6:12 with 4 cm gauge Approved bricks ballast, F/ sand & cement .ITEM NO. 273