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| 1 | Earth work in excavation by mecanical means (hydraulic excavater)/ manual means in over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) i/c disposal of excavated earth, lead up to 50 m and lift up 1.5, disposed earth to be levelled and neatly dressed in all kind of soil.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 excavation only after getting permission of E/I. |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 3 | Extra for every additional lift of 1.5 or part thereof in all kind of soil. |
| 4 | a) 1.50 - 3.00 m |
| 5 | b) 3.00 - 4.50 m |
| 6 | c) 4.50 - 6.00 m |
| 7 | d) 6.00 - 7.50 m |
| 8 | e) 7.50 - 9.00 m |
| 9 | f) 9.00 - 10.50 m |
| 10 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 11 | As in item 279 above but in proportions of 8:4:1 |
| 12 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in ppropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). |
| 13 | Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. |
| 14 | Cement concrete prepared with batch mixing machine |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 16 | a) Foundations, footings, bases of columns, etc. for mass concrete |
| 17 | b) Suspended floors, roofs, landings, balconies and accessplatform |
| 18 | c) Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 19 | d) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 20 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). |
| 21 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) |
| 22 | Steel reinforcement for R.C.C. work ncluding straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 23 | Cold twisted bars |
| 24 | M-150 Brick work in 6:6 cement & fine sand 1.25 F.M. mortar in foundation and linth including supply of all materials, labour and T&P etc. required for proper completion of the work. same as item no,-305 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. |
| 25 | Same as item no.-305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. mortar. |
| 26 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 27 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 28 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 29 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 30 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: |
| 31 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 32 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). |
| 33 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 34 | 200 x 10 mm |
| 35 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : |
| 36 | 300x16 mm |
| 37 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 38 | 125 mm |
| 39 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. |
| 40 | Twin rubber stopper |
| 41 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 42 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 43 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with igment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 44 | 25 mm thick |
| 45 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 46 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: |
| 47 | With average thickness of 120 mm and minimumthickness at khurra as 65 mm. |
| 48 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 49 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 50 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 51 | 110 mm diameter |
| 52 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 53 | 110 mm |
| 54 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 55 | Bend 87.5° 110 mm bend |
| 56 | Shoe (Plain) 110 mm Shoe |
| 57 | 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 58 | 12 mm cement plaster Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. |
| 59 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications ncluding appropriate priming coat, preparation of surface, etc. complete. |
| 60 | On steel work |
| 61 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 62 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 63 | P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering – all work up to plinth level : |
| 64 | 1:11/2:3 (1 Cement : 1 1/2 C. Sand (zone-cum III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 65 | 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 E/I, beyond 50 m initial lead, for all leads including all lifts involved. |
| 66 | 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. |
| 67 | Providing and fixing sluice valve Shall generally conform to IS 14816 with latest amendment , with length over flanges as per PD of IS14846 corresponding to BS EN - 558/ISO 5752 Basic Series 3 in CI construction having metal seating ( IS 318 Gr. LTB 2) with complete Component & Material of construction following below :- |
| 68 | 1 - Body / Door / Dome - Cast Iron IS 210 Gr. FG260 |
| 69 | 2 - Spindle - Non rising, Stainless Steel AISI 410 |
| 70 | 3 - Body seat / Door face - Gun metal : IS 318 Gr. LTB 2 ( risngs to be press fitted and riveted ; no screws allowed) |
| 71 | 4 - Rivets - Soft annealed brass |
| 72 | 5 - Spindle Nut - Gun metal : IS 318 Gr. LTB 2 |
| 73 | 6 - Stem seal - Greased Hemp |
| 74 | 7 - Fasteners - Carbon steel |
| 75 | 8 - Flange Drilling - IS 1538 Table 4&6 |
| 76 | 9 - PN 1.0 |
| 77 | 10 - 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 Plug |
| 78 | 11 - Painting / Coating - Inside & Outside epoxy liquid coated ; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) |
| 79 | 12 - Hydro-test - ( Open Ended only ) Seat : 10/16 Kg/cm2; Body: 15/24 Kg/cm2 |
| 80 | 13 - Upto 600 mm dia Manual Operated & abov 600 mm Gear box Make- Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited (KIRLOSKAR) |
| 81 | a) 300 mm dia Kirloskar make |
| 82 | P/F Reflex Valves 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 slnted (and not perpendicular) vis-à-vis horizontal axis, SS AISI 410 stub pins & slant seat design. with complete component & material of Construction following below :- |
| 83 | 1 - Body / Door / Dome - Cast Iron IS 210 Gr. FG260 |
| 84 | 2 - Hinge pin (single door)/Stub pin (multidoor type) - SS AISI 410 |
| 85 | 3 - Seat & Face rings- Gun metal IS 318 Gr. LTB 2 |
| 86 | 4 - Rivets - Soft annealed brass |
| 87 | 5 - Fasteners - Carbon steel |
| 88 | 6 - Flange Drilling - IS 1538 Table 4 |
| 89 | 7 - PN 1.0 |
| 90 | 8 - By-pass arrangement - Optional |
| 91 | 9 - Painting/Coating inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) |
| 92 | 10 - Hydro-test Seat: 10/16 Kg/cm2;Body : 15/24 Kg/cm2 Make-Indian Valve Pvt. Ltd. (IVC)/Kirloskar Brothers Limited (Kirloskar) |
| 93 | a) 300 mm dia Kirloskar make |
| 94 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of E/I, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 95 | Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the E/I. |
| 96 | 70 Sqmm |
| 97 | 120 Sqmm |
| 98 | S/F of fully Automatic Control panel with 100 H.P. star delta starter for submersible/ V.T. Pump sets with following features No-volt, Under-voltage, Over-voltage protection, Micloprocessor based overload protection, Unbalancing protection, Winding temperature controllrr. seal monitor, reverse rotation trip device and the automatic start/stop device according to the levels in the sump. The control panels are provided with normal indications such as Digital voltmeter, Digital Ammeter, and indicating lamps. Above panel is dust and vermin proof made out of 14 SWG CRC sheet with powder coating paint as per directions ofE/1, (Make: single Contractor-L &T, MCCB-L&T, WTC-Minilec, phase prienter WLC/SM-Pumpcare C.T.-AE, Indicating Light & Push Button- L&T, Control Fuse-EE, Fuse Base-EE, Timer-L&T) |
| 99 | Design, Supply, erection, testing and commissioning of MCC (Motor Control Center). Panel made out of 14-16 SW CRCA, sheet Powder Coated paint after degreasing, de rusting & vennin proof firee standing, front operated cubical panel board suitable for 415 Volt, 50 Hz system having incoming of 400 Amp. MCCB, 400 Amp Changes voer swich & out goning 100 Amp. MCCB with Motor protection relay having 3 nos aluminium bus bars of 600 Amp. capacity for three phase & one aluminium bus bars of half capacity for neutral &One no out going for 63 Amp. TPN for lighting & external uses with volt meter Amp. meter, selector swich, incating lamps etc. ( Make : MCCB/change over - L&T/ schinder/ABB Meter--L&T A.E., Salector Swich - L&T, Current Transformer A.E.) |
| 100 | Supply & erection of overhead line with ACSR conductor on poles / service bracket including binding etc. complete in all respects. |
| 101 | Supply and burying of 600mm x 600mm x 3mm copper plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG copper wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and copper wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. complete in all respect. |
| 102 | S/L of Al. conductor PVC insulated armoured served, sheathed cable 1100 V grate at a depth of below ground level over a cushion of 75mm below ground level over a cushion of 75mm thick sand alround protected with burnt brick on sides and on top. On surface the cable run shall be fixed on MS clamps etc. of suitable size or as directed by E/I complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 103 | 120 sqmm 3½ core |
| 104 | 240 sqmm 3½ core |
| 105 | Supply and laying of 3 core standered aluminium conductor XLPE (Cross linked polyethylene) insulated PVC bedded, Galvanised flat steel strip armoured cables confirming to I.S. 7098 (Part-II with latest amendments) II KV grade at a depth of 900 mm below ground level over a cushion of 100 mm thick fine river sand all around and protected with well burnt bricks on sides and on top put across. The rmouring of cable shall be properly connected with earth conductor by clamps etc. |
| 106 | a) 120 sqmm 3 core |
| 107 | Supply, Erection, Testing & Commissioning of Non Clog Sewage Submersible Pump Set complete in all respect as per direction of Engineer in Charge. Technical Specification of Pump Set shall be given below- |
| 108 | Motor Type-SQ. Cage Induction Motor 960 RPM suitable for operation on 400/440 volts, 3 phase, 50 Hz AC Supply with 'F' Class Insulation & IP-68 protection. |
| 109 | Pump-a) Body-Cast Iron with 2% Nickilb) Impeller-CF8M(SS316)c) Shaft-Stainless Steeld) Auto Coupling Stand-CF8M (SS316)e) Guide Pipe- Stainless Steel (SS304) @ 16 Mtr.f) Lifting Chain-alloy Steel @ 16 Mtr.G) Mechanical Seal-Upper Seal (Carbon/Crome Steel), Lower Seal (Silicon Carbide) |
| 110 | Field Requirement-a) Type-Non Clog Sewage Submersible Pumpb) RPM- 960c) Head- 28 Mtr.d) Copper Cable for Sewage Submersible Pump Suitable Size @ 25Mtre) Specific Gravity of Sewage-1.07f) Solid Handling Capacity (Dia)- Not less than 100 mmNote-Contractor shall be submitted G.T.P. & all compony test certificate of the material used in pupm set. (Make-Pullen Pump Industries Pvt. Ltd/A.s aqua Machineries Pvt. Ltd/M/s Kishor Pumps Pvt. Ltd. |
| 111 | Non Clog Sewage Submersible Pump Set Discharge 432 cum/hr, HEAD:-28Mtr, Rating 60/80, Outlet size of pipe 200mm dia, Cable 2 x 50 sqmm x 3.50 core + 1.50 sqmm x 4.0 core (2 + 1) |
| 112 | PVC Flexible cables copper conductor 1100V conforming to 694/1990 double sheathed circular rate including excise duty, sales tax (Make- Tridev Electricals/uttam Engineering Works / Sweta Eclectricals) |
| 113 | 35sqmm X 4 core |
| 114 | S/F Flat cable Finolex make 35 sqmm x 3 core |
| 115 | Hiring of Diesel Enginr (including cost of Diesel, lubricant & Operator). |
| 116 | Hiring of Gas cutting Set With oxygen and LPG Running Time @ 6 Hrs. |
| 117 | Hiring of Welding Set Running Time @ 6 Hrs. |
| 118 | Hire charge of Generator (Including cost Service of operating staff, supply of lubricating oil and diesel also) |
| 119 | D G Set / Generator 50 KVA |
| 120 | P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering – all work up to plinth level : |
| 121 | 1:2:4 (1 Cement : 2 C. Sand (zone-cum III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 122 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of E/I. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 123 | P/L Non-Pressure NP-3 class RCC Spigot Socketed pipe confirming to IS : 458 : 2003 with latest amendment laying in true alignment & position on craddle including with rubber ring (confirming to IS : 5382 with latest amendment testing of laid pipe as per direction of E/I complete in all respect. |
| 124 | 600 mm dia Sewer pipe |
| 125 | Constructing brick masonry circular type manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement : 3 C. Sand : 6 graded stone agg. 40 mm n.s.), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nomonal size.) finished with a floating coat of neat cement all complete as per standard design. |
| 126 | 2.30 m deep with S.F.R.C cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS : 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) i/c centering shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately). With common burnt clay F.P.S. (non modular) bricks of class designation 100. |
| 127 | Extra depth for circuler type manhole 1.52 m internal dia (at bottom) with common burnt clay F.P.S. (non modular) class designation 100 beyond 2.30 m |
| 128 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 c.sand: 4 graded stone agg. 20 mm n.s) cement plastered on both sides with cement mortar 1:3 (1cement: 3 c.sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete |
| 129 | For Pipes 350 to 450 mm dia |
| 130 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactrue's permanent identification mark to be visible even after fixing, i/c fixing in manholes with 30 x 20 x 15 cm cement concrete block 1:3:6 (1 Cement : 3 C. Sand : 6 graded stone agg.20 mm n.s.) complete as per design. |
| 131 | Dismentling manually by mechanical means I/c stacking of serviceable material and disposal of unserviceable material within 50 m lead; bituminous road. |
| 132 | Construction of granular sub-base by providing close graded Material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 133 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mix material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 134 | Providing and applying primer coat with 551 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical mean. |
| 135 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25/sqm on the prepared bitumineus surface dearest with mechanical broom. |
| 136 | Dense Graded Bituminous Macadam (Grading 2) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finsher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in respects. |
| 137 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bitumineus surface cleaned with mechanical broom. |
| 138 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @54 per cent of mix and filter, transporting of hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. |
| 139 | Supply and installation of required size steel pipe 10 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. |
| 140 | a) 600 mm dia MS Pipe |
| 141 | b) 300 mm dia MS Pipe |
| 142 | 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. |
| 143 | Bituminous portion. |
| 144 | Water bound macadam. |
| 145 | Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets depth upto 1.5m i/c getting out the excavated materials, returning the soil as required in layers not exceeding 20cm. in depth i/c 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 excavation only after getting permission of E/I. |
| 146 | a) Pipes, cables etc. exceeding 300mm dia but not exceeding 600mm dia. |
| 147 | Providing and Laying S & S Centrifugaly Cast (Spun)/Ductile Iron Pipes conferming to IS : 8329. |
| 148 | a) 300 mm dia Ductile Iron Class K-9 pipes |
| 149 | Earth work in excavation by mechanical means (Hydraulic excavator) /anual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 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 excavation only after getting permission of E/I. |
| 150 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the E/I. |
| 151 | (Note :- Cement content considered in this item is @ 330 kg/ cum.Excess/less cement used as per design mix is payable/ recoverable separately). |
| 152 | All works upto plinth level |
| 153 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of E/I, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 154 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface etc. complete. on concrete work. |
| 155 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. |
| 156 | Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. |
| 157 | Providing and fixing of Wall Thimble Mounted Manual Operated cast Iron sluice gates for size of channel 1.5m Wide x 1.5m Hieght fabricated with suitable standard sections non rusting spindle anchoring clamps universal couplings foundation seat operating wheel etc. complete as per IS : 13349 drawing and specification of approval make M/s Jash Engeenring Limited & M/s Indian Valve PVT. LTD. by E/I. |
| 158 | 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-incharge. (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). Please Enable Macros to View BoQ information |
