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| 1 | Earth work in embankment in ordinary soil embankment to be in 20cm. layers breaking clods, watering rolling each layers with 0.5 tonne roller or wooden/steel rammer and rolling every third or top most layer with power roller of minimum 8 tonne roller including ramming dressing the surface to required level and slope including all lift and all lead(earth shall be brought from place which is beyond Noida area) including carriage of earth by mechanical ansportation and all T& P labour etc. required for 2 proper completion of work (earth shall be arranged by the |
| 2 | Cutting road and making good the same i/c supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required of bituminous portion. |
| 3 | Cutting road and making good the same i/c supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required of water wound macdam |
| 4 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within lead of 50 m. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavating only after getting permission of Engineer-in-Charge. All kinds of soil ...Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. |
| 5 | Providing and Laying S & S Centrifugaly Cast (Spun)/Ductile Iron Pipes conferming to IS : 8329. |
| 6 | 400 mm dia Ductile Iron Class K-7 pipes |
| 7 | 300 mm dia Ductile Iron Class K-7 pipes |
| 8 | P/L following size of Finolex makes PVC pipes 10 Kg/Cm2 with required PVC standard special confirming to IS codes with latest amendment and lowering the same trenches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making up to length and making joints i/c cost of socket, plstochem PV-85 pvc solvent cement complete. PVC pipe must be confirming to IS:4985-2000 with latest amendment. Make-Finolex Industries Ltd./Kisan/Superme Industries Ltd. (Rate As per Comparative Statement Per. Rm.) |
| 9 | 160 mm Dia 10 Kg/cm......... |
| 10 | 250 mm Dia 10 kg/cm......... |
| 11 | Supply and installation of required size steel pipe 8 mm thick conferming to IS:3589 through trenchless excavation of thrust pit and receving pit of ruequired size and the excavation & filling back & compaction complete as per specification for road crossing by Auger boring method. Pipe will be installed at depth beyond 3 below the ground surface in downward required slope. |
| 12 | 400 mm Dia |
| 13 | 300 mm Dia |
| 14 | P/F Sluice Valve shall generally conform to IS 14846 with latest amendment, with length over flanged as per PD of IS 14846 corresponding to BS EN-558 / ISO 5752 Basic series 3 in CI construction having metal seating (IS 318 Gr. LTB 2). With comple component & material of construction following below:-1 - Body / Door / Dome - Cast Iron IS 210 Gr. FC 2602 - Spindle - Non rising: Stainless Steel AISI 4103 - Body seat / Door face - Gun metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted: no screws allowed)4 - Rivets - Soft annealed brass5 - Spindle Nut - Gun metal : IS 318 Gr. LTB 26 - Stem Seal - Greased Hemp7 - Fasteners - Carbon steel8 - Flange Drilling - IS 1538 Table 4 & 69 - PN 1.010 - Accessories (400 mm and above) - Ball thrust bearings to be housed above the wet chamber ie. above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug11 - Painting / Coating - Inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005 / 5015 (BLUE)12 - Hydro-test-(Open Ended only) (Seat : 10/16 Kg/cm2; Body: 15 / 24 Kg/cm213 - Upto 600mm dia Mannual Operated & above 600mm Gear boxMake-Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited KIRLOSKAR) |
| 15 | 150 mm dia |
| 16 | 250 mm Dia |
| 17 | 300 mm dia |
| 18 | 400 mm Dia |
| 19 | P/F Reflex Valve upto 600mm dia shall conform to IS 5312 Part-1 & above to IS 5312 Part-2 with latest amendment, Valves shall be in graded CI with metal to metal (IS 318 Gr. LTB 2) seating, preferably slanted (and not perpendicular) vis-a-vis horizontal axis; SS AISI 410 stub pins & slant seat design. with comple component & material of construction following below:-1 - Body / Door / Dome - Cast Iron IS 210 Gr. FC 2602 - Hinge pin (single door) / Stub pin (multidoor type) - SS AISI 4103 - Seat & Face rings - Gun metal : IS 318 Gr. LTB 2 4 - Rivets - Soft annealed brass5 - Fasteners - Carbon steel6 - Flange Drilling - IS 1538 Table 4 & 67 - PN 1.08 - By - pass arrangement - Optional9 - Painting / Coating - Inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005 / 5015 (BLUE)10 - Hydro-test Seat : Seat : 10/16 Kg/cm2; Body: 15 / 24 Kg/cm2Make-Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited KIRLOSKAR) |
| 20 | 250 mm Dia |
| 21 | Constructing masonry Chamber inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm 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 10.00 |
| 22 | 90 x 90 x 100 cm. |
| 23 | 120 x 120 x 100 cm. |
| 24 | P/F M.S. specials such as Tee, Bend, Collars, Tapers, Gap pieces, including Flange Ends as required, Painting, Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I. |
| 25 | Hiring of Gas cutting Set With oxygen and LPG Running Time @ 6 Hrs. |
| 26 | Hiring of Welding Set Running Time @ 6 Hrs. |
| 27 | DG Set / Generator 50 KVA |
| 28 | Brick work with F.P.S. bricks of class designation 100 in foundation and plinth in cement mortar 1:4 (1 Cement : 4 C. Sand). |
| 29 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 30 | Neat cement punning. |
| 31 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : Derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 32 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 33 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 34 | S/L of aluminium conductor PVC insulated armoured served, sheathed cable 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75mm thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on MS clamps etc. of suitable size or as directed by Engineer-Incharge complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 35 | 240 sqmm 3½ core |
| 36 | 300 sqmm 3½ core |
| 37 | Supply & Fixing Flat Cable 35 Sqmm. 3 Core Finolex make. ** |
| 38 | S/F Kirloskar make Vertical Hollow Shaft Motor suitable for 400/440 volts 3 phase 50 Hz A.C, Supply 1440 RPM providing with non reversable rachet to check reverse rotation.............100 HP |
| 39 | S/F GM Gland |
| 40 | S/F Stuffing Box Bush |
| 41 | S/F Nut & Bolts |
| 42 | S/F Line Shaft 1.5 m x 38m |
| 43 | S/F S.S Selves |
| 44 | S/F Line Shaft Coupling 38 mm |
| 45 | S/F Top shaft SS with Chuck nut |
| 46 | S/F Spider |
| 47 | S/F Spider Bush |
| 48 | S/F rubber packing |
| 49 | S/F Stufing Box Bush |
| 50 | S/F Column pipe heavy C Class 1.50m x 250mm Dia 7.1 mm thickness with welded flange & suitable ribs at one end socket at opther end |
| 51 | Provinding self water lubricated multistage VT Pump as per IS 1710 aving bronze impller and SS Pump shaft suitable for pumping 6000 LPM discharge 48 mtrs head |
| 52 | Providing discharge head side 250 x 250mm with TT plate suitable for 100 HP motor Please Enable Macros to View BoQ information |
