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| 1 | Construction R.C.C UGR 1500 KL CapacityDesign and Const. of U.G.R. as per design on the basis of Soil testingdesign and preparation of construction drawing for construction of semi sunk twin chambered RCC clear water Reservisor with roof slab of required covered area and construction of suitable size of pump house, panel room, chlorination room. The clear height of pump house will be 5.0m & suitable for 5 Nos. V.T./Submersible pump with suitable nos. of doors, window & ventilaors. The capacity of U.G.R. should be 2000 KL tentative internal size of UGR will be 22.0m x 22.0m x 4.50m depth or suitable size and 2.00m above from ground level i/e free board of 45cm with cleaning arrangement, ventilator with jali, Man hole, ladder MC-150- 02 Nos. with 25mm dia M.S. bar a 300 C/C i/c the cost of all required labour, T&P machine requirement water, power, fuel and lubricants, water proofing compound, carrying out the work in sub soil i/c pumping ... |
| 2 | & bailing out of water etc. i/c making the structure water tight and leak proof sump portion 2.00 meter deeper than the floor of the Reservoir to accommodate the bowl assembly of V.T./Submersible pumps with the cleaning sump of suitable size (1.50x1.50x3.0 mtr.)C.I.D.F. with casted flanged as per IS:7181 class with latest amendment i/c cost of Soil Testinga) Inlet pipe- C.I.D.F.- 400 mm diab) Over flow pipe - C.I.D.F. 300mm dia from slab bottom to drain complete.c) Fixing of Gantry Girder unit in required span (in both direction) in pump house i/c one no. of 5.0 Ton capacity chain pully (Indef Make) with 25.0 mir chain & making arrangement for moving on Gantry complete in all respect as der site reauirement & as per direction of E/l.d) Snowcem : finishing walls with Arcylic smooth exterior paint \\"Trump\\" of M/S Snowcem India Ltd. or equivolent of required shade (Two or more coat applied @ 1.67 Itr./10 sqm over and i/c base coat of water proofing cement paint snowcem plan or equivalent applied @ 2.20 Kg/10sqm). |
| 3 | Suplly And fixing Pumping Plant For UGR |
| 4 | S/F B.S. Line Shaft 1.5 m x 25 mm. |
| 5 | S/F Top Shaft 2.20m. Long 25mm. With chuck nut. |
| 6 | S/F Oil Tube heavy 'C' class 1.5 m x 40 mm |
| 7 | S/F Top Tube 40mm. Size. |
| 8 | S/F Line Shaft Bearing 40mm x 25mm. |
| 9 | S/F Rubber Spider 150 x 40mm. |
| 10 | S/F Line Shaft Coupling 40 mm. |
| 11 | S/F Oil Nut |
| 12 | S/F T.T. nut |
| 13 | S/F rubber packing 150mm |
| 14 | S/F Nut & Bolts 2.5\\" x 4\\" |
| 15 | S/F Discharge head size 150mm with TT plate suitable for 40 HP electric induction motor. |
| 16 | S/F Head Flange 150 mm dia. |
| 17 | S/F Oil Lubrication Tank with bracket. |
| 18 | S/F Side Feed Valve with screwed C.I. with rubber tube |
| 19 | Supply & Fixing MS Column Pipe heavy 'C' class 1.50 m.x150mm. Dia thickness 7.1 mm with MS flang duly welded at one ends and other end should be threaded. |
| 20 | S/F V.T. Bowl assly 6 stage having bronze impellers and ss shaft of 150x25mm suitable for 1600 IPM discharge 80 mt head, oil lubricated type as per ISS 1710 |
| 21 | P/F 150 mm dia 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) |
| 22 | P/F 150 mm dia 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) |
| 23 | Providing Electric Power Connection For UGR |
| 24 | S/F of steel tubular pole 11.0 Mtrs. Designated 410-SP-56 in 1:3:6 cement concrete graded stone aggregate of 40 mm n.s. & foundation i/c excavation, back filling complete in all respects as per direction of E/l at site. .. |
| 25 | S/E of straight MS channel 50 x 100 mm (9.2 Kg/m.) 2.60 m. long as per design with requierd clamps made of M.S. flat of size 50 x 6 mm with nut & bolts etc.as per direction of E/l. |
| 26 | S/F overhead line with ACSRconductor RABBIT/RECON category one poles/service bracket i/c bindng etc. complete in all respects. |
| 27 | Supply and erection of overhead line with Gl wire no. 8 to 4 SWG on poles/service bracket i/c binding etc. complete in all respects. |
| 28 | Supplying and erection of 11 KV pin insulator complete with large steel head G.I. pin, nuts, washers etc. as required. |
| 29 | Supplying and erection of 11 KV disc insulator for 11 KV over head lines with galvanised insulator fittings, ball and socket type and complete with galvanised strain clamps, bolts,nuts, washers etc. as required |
| 30 | S/F of earth eltrode for lighting conductor of 600mm x 600mm x 6mm GI plate vertically with its top at least 3.0m below ground level complete with 20mm Gl pipe for watering funnel, 30 cm square C.l. Box with cover masonary housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per direction of E/I. |
| 31 | Supply and burying of 40 mm diax4.50 meters long GI pipe vertically for earthing having 12 mm dia holes spaced 75 mm apart drilled upto 2.00 meter from the bottam complete with earthing lead of No.-6 to 8 SWG GI Wire in GI Pipe up to appron (and from appron to switch board the cost of GI wire and pipe will be extra) upto switch board, 30 cm square CI box with hinged cover masonary enclosure, funnei at top, alternate layers of charcoal/coak and salt at least 150mm thick around etc. as per directions of E/l complete in all respects as per drawing. |
| 32 | S/L of 25mm x 3mm GI strip from each electrode directly in the ground complete in all respect. |
| 33 | painting of the electric pole & channel with 2 coats of aluminium paint over red oxide primer complete in all respects |
| 34 | S/f of 11 KV TPMO Relco/Rama make 9 nos imsulator of Jai Shree/BHEL make complete in all respects |
| 35 | S/F out Door type 11 KV 100 Amp Drop Fuse Sewt Ralco/Rama make with insulator Jai Shree /Bhel make complete in all respects |
| 36 | S/F of steel tubular pole 11.0 Mtrs. Designated 410-SP-56 in 1:3:6 cement concrete graded stone aggregate of 40 mm n.s. & foundation i/c excavation, back filling complete in all respects as per direction of E/l at site. .. |
| 37 | Erection of metalic pole following length in cement concrete 1:3:6 (1 cement: 3 Coarse: 6 graded stone aggregate 40mm nominal size) Foundation i/c excavation and refilling etc as required. |
| 38 | Above 10.00 m & upto 12.0 mtr |
| 39 | Above 6.50 mtr & 8.0 mtr |
| 40 | S/F following capacity of automatic stret light cubicle control panel painted with anti corrosive alkali and acid proof paint consiting of time switch TSO 100 series with contractors HRC fuses isolating switch metering instrument & instrument box with CTs 15 A Spin |
| 41 | S/f sintex type juction Box model No. IIGSJB 2817of size 240x 130x 110 m with hinges & locking arrangment & M.S clamp of 50x 6 mm falt cable in all respects and chuck for cable connection etc as per direction E/I |
| 42 | S/l of A.I conductor PVC insulated ammoured served sheathed cable 1100 V grade at a depth of below ground level over a coushin of 75mm below ground level over a cushion of 75mm thiock sand alround protected with brunt brick sides and on top On surface the cable run shall be fixedon MS clamps etc The armourug of the cable shall be properly connected with the earth conductor by clmaps etc |
| 43 | 400 Sqmm x 3.5 Core |
| 44 | 16 Sqmm x 2 Core |
| 45 | 16 Sqmm X 4 Core |
| 46 | S/F of palm or pin Type copper tin plated cable socket (lug) to the cable leads insulating with tap making connection etc complete in all respects as per direction of E/I |
| 47 | 400 Sqmm |
| 48 | 240Sqmm |
| 49 | 35 Sqmm |
| 50 | 25 Sqmm |
| 51 | Supplying and laying of following size DWC HDPE pipe IST marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part Il complete with fitting and cutting, jointing etc.direct in ground (75 trench but excluding sand cushioning and protective covering etc., complete as required. |
| 52 | 90/76 mm dia. |
| 53 | 63/51 mm dia |
| 54 | S/F of 400 Amp. four pole change over switch on 50 x 50 & 6mm angle iron frame i/e the cost of labour, T&P. painting and other material requried for proper completion of the work as per direction and satisfaction of E/I |
| 55 | S/F of 400 Amp. 415 V metal clad TPN CFS complete with HIRC fuse set etc. on angle iron frame complete in all respects Cat 'B'. |
| 56 | S/F of stayset atleast 3.50 mtr. away from the pole complete with glavanised 19mm diax1.80m long stay rod, 30cm x 30cm x 6.3mm anchor plate, thimble stay clamp, stay insulator, 19mm x 600mm double serew tightener, 7/3.5mm Gl stay wire etc. in 1:3:6 cement concrete complete in all respects. |
| 57 | Supplying of channel iron 75 mmx40 mmx6 mm (7.14 kg per metre) pole top bracket/cross arm for single 11 KV over head line conductor complete with 50 mmsomm flat iron clamp. bolts, nuts and washers i/e drilling holes for insulator pins. bolts and nuts ete and painting with primer and finish paint as required |
| 58 | 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). |
| 59 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 60 | Neat cement punning. |
| 61 | 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). |
| 62 | Design, Supply, Erection, Testing and Commissioning of Main L.T. Panel dust and vermin proof made out of 14-16 SWG, C.R.C. sheet with Power Coated paint having incomer of 400 Amp M.C.C.Bs.. 400 Amp. Change Over Switch and Six outgoing of 100 Amp. M.C.C.Bs. with Motor Protection Relay having 3 Nos. Aluminium bus bars of 600 Amp capacity for three phase and One Aluminium bus bar of half capacity for netural & Two outgoing for 63 Amp TPN for lighting and external use with voltmeter, amp meter, selector switches, indicating lamps etc.Make:- MCCB/Changeover-L&T/Schnider/ABB, Meter-L&T/A.E., Selector Switch-L&T, Current Transformer- |
| 63 | Supply And Fixing Submersible Pump (Make -Kirloskar, KSB& CRI) 40 Hp |
| 64 | S/F of fully Automatic Control panel Starter for 50 HI.P. non clog submersible/V.T. Pump sets with following features No-volt, Under-voltage protection, I'lectronie Overload protection, 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 as per directions of E/.(Маке: Contractor-L&T (3 nos.), MCCB-L&T (1 nos.), Timer-L&T (2 nos.), VPD-Softhard/Minilec (1 nos.), MPD-Softhard/Minilec (1 nos.), WLC/Seal Moniter-Pumpeare/Kishor (1 nos.), Control Transformer & Auto Transformer-Pioneer/Electracare (1 nos.), WTR-Minilee (1 nos.), C.T.-A.E. (3 nos.), Auto/Manual switch-Salzer (1 nos.). |
| 65 | S/F Flat Cable Finolex make 25 Sqmm. x 3 Core |
| 66 | S/F of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 52 watt to 72Watt. Confirming to IP 66 Protection Complete in all respect. |
| 67 | S/F of Recess/Surface/Pendent mounting round 24 to 32Watt LED Down Lighter having Powder Coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respect. |
| 68 | S/F of LED Tube Light with batten suitable for up to 1x22 watt LED tube light fitting i/c tube on Surface complete in all respect. |
| 69 | 38 S/F of 63 Amp. 4 Pole MCB Cat-A (9/10 KV). |
| 70 | Wiring point for light with 1.5 sqmm. FRLSH PVC insulated multistrand copper conductor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire, GP Box, piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed i/e matching colour wash. |
| 71 | Wiring point for plug with 1.5 sqmm. FRLSH PVC insulated multistrand copper conductor cable in PVC conduit pipe partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect i/e matching colour wash. |
| 72 | Providing and Laying Supply Lines For Villages |
| 73 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road |
| 74 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 75 | 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. |
| 76 | 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 |
| 77 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia. |
| 78 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. |
| 79 | Providing and Laying S & S Centrifugaly Cast (Spun)/Ductile Iron Pipes conferming to IS : 8329. 400 mm dia Ductile Iron Class K-7 pipes |
| 80 | P/L following size of Finolex makes PVC pipes 6 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.) |
| 81 | 90 mm dia with coupler @ 6 Kg/Cm2 Pressure with i/c all PVC standard Specials |
| 82 | 110 mm dia with coupler @ 6 Kg/Cm2 Pressure with i/c all PVC standard Specials |
| 83 | 140 mm dia with coupler @ 6 Kg/Cm2 Pressure with i/c all PVC standard Specials |
| 84 | 160 mm dia with coupler @ 6 Kg/Cm2 Pressure with i/c all PVC standard Specials |
| 85 | 200 mm dia with coupler @ 6 Kg/Cm2 Pressure with i/c all PVC standard Specials |
| 86 | 250 mm dia with coupler @ 6 Kg/Cm2 Pressure with i/c all PVC standard Specials |
| 87 | 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) |
| 88 | 300 mm dia |
| 89 | 200 mm dia |
| 90 | 150 mm dia |
| 91 | 100 mm dia |
| 92 | 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 |
| 93 | 90 x 90 x 100 cm. |
| 94 | 120 x 120 x 100 cm. |
| 95 | 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. |
| 96 | Providing & Fixing CID Joints complete with Rubber rings and Nut-Bolts including all taxes & Contractor Profit etc. Complete as per direction of E/I. |
| 97 | 80 mm dia |
| 98 | 100 mm dia |
| 99 | 125 mm dia |
| 100 | 150 mm dia |
| 101 | 200 mm dia |
| 102 | Hiring of Gas cutting Set With oxygen and LPG Running Time @ 6 Hrs. |
| 103 | Hiring of Welding Set Running Time @ 6 Hrs. |
| 104 | DG Set / Generator 50 KVA |
| 105 | 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). |
| 106 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 107 | Neat cement punning. |
| 108 | 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) |
| 109 | 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). |
| 110 | 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. |
| 111 | Construction Of Boundary wall & Room |
| 112 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (Not exceeding 1.5 m in width as we as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50 and lift upto 1.5m, as directed by Engineer-in-charge. 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. |
| 113 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. |
| 114 | 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) |
| 115 | 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). |
| 116 | P/L Damp Proof Course 40mm thick with cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 12.5mm n.s.). |
| 117 | Brick work with bricks of class designation 100 in super structure above plinth level up to floor five level in all shapes and size in cement mortar 1 : 4 (1 Cement : 4 C. Sand). |
| 118 | Washed stone grit plaster on exterior walls of height upto 10 m. above level in two layers, under layer 12 mm cement plaster 1:4 (1 Cement : 4 C. Sand) furrowing the under layer with scratching tool, applying cement sullary on the under layer @ 2 Kg of cement per square meter, top layer 15 mm cement plaster 1:½:2 (1 Cement : ½ C. Sand : 2 stone chipping 10 mm nominal size) in pannels with groove alround as per approved pattern i/c scrubbing and washing, the top layer with brushes and water to expose the stone chipping, complete as per specification and direction of Engineer-in-charge (Payment for Providing grooves shall be made separately). |
| 119 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove |
| 120 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 121 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 122 | Cemnet Concrete Flooring 1:2:4 (1 Cement : 2 Sand :4 Graded stone aggregate ) Finished with a Floating coat of neat cement i/c cement sulury but exculding the cost of nosing of steps etc complete of 40 mm thick with 20 mm nominal size stone agg. |
| 123 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement 18 mm thick |
| 124 | P/F factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of onlysteel members shall be measured forpayment).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 |
| 125 | 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. 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) |
| 126 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6 mm for diagonal braces |
| 127 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1:5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 128 | Reinforced cement concrete work in walls (any thickness) i/c attached plasters, buttresses, plinth & string courses, fillets, columns, pillers, piers, abutments, posts and struts etc. upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement in 1:1½:3 (1 Cement : 1½ C. Sand : 3 graded stone agg. 20mm n.s.). |
| 129 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 130 | Centring and shuttering i/c strutting, propping etc. and removal of form for |
| 131 | Suspended floors, roofs, lending, balconies and excess plateform. |
| 132 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 133 | Columns, Pillar, Piers, Abutments, Posts and Struts. |
| 134 | 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S.(non modular) brick tile of class designation 10 |
| 135 | Providing gola 75 x 75 mm. in cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 stone aggregate 10 mm and down gauge) i/c finishing with cement mortat 1:3 (1 Cement : 3 F.Sand ) as per standard design in 75 x 75mm deep chase. |
| 136 | Making khurras 45 x 45cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 Cement : C. Sand : 4 graded stone) agg. of 20mm n.s.) over PVC sheet 1m x 1m x 400 micron, finished with 12 mm cement plaster 1:3 (1 Cement : C. Sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. |
| 137 | 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. 110 mm diameter |
| 138 | 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. Bend 87.5° 110 mm bend |
| 139 | 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. 110 mm |
| 140 | White washing with lime to give an even shade New work (three or more coats) |
| 141 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 142 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 143 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 Cement : 3 C. Sand : 6 graded stone agg. 20 mm n.s.) over 75 mm bed of dry brick ballast 40 mm n.s. well rammed and consolidated and grouted with F. Sand i/c finishing the top smooth. |
| 144 | Neat cement punning. |
| 145 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 146 | 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). |
| 147 | P/F Plain A.C. Sheet Strip in Joints pavements/Terrazo flooring 100 mm & 6 mm thick. |
| 148 | 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 2.4 m 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 Engineer-in-charge, 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 |
| 149 | Erection of New Boring |
| 150 | Making of auxilliary well for water supply for drilling purpose water etc. refilling the same after proper completion of work. |
| 151 | Borin/Driling bore well of required dia for casing/stainer pipe, by suitable method prescribed in IS:2800(part-I)inculding collecting samples from diffrent strata,prepairing ans submitting strata chart/bore log, inculding hire & runing charges of all equipments, tools plants & mechineries required for the job all complete ae per direction of Engineer in charge upto 90 metre depth below ground level Rocky strata inculding Boulders. |
| 152 | G.L. to 60.00 Mtr. |
| 153 | 60.00 Mtr. to 90.00 Mtr. |
| 154 | 90.00 to 120.00 Mtr |
| 155 | Supply and lowering 7mm thick screwed and socketted MS ERW M.S. pipe 300 mm dia of heavy class. |
| 156 | S/F of Electric Resistance Welded (ERW) Stainless Steel Cage Type V Wire Wound Screens shall be of continuous trapezoidal wire spirally wound around fabricated cage. The screen must consist 'V' shaped (wedge) profile wire of various dimensions, resistance welded to a cylindrical body made of number of longitudinal special high tensile support rods to provide smooth unrestricted bore which are in turn welded into cylindrical ring couplings at either end as per IS : 8110-2000 with latest amendments and material specification as per AISI (American iron and steel Inst.) Type 304 Grade SS-304, 300 mm dia pipe 8.00 mm Thichness and 1.00 mm Slot size. With Stainless steel socket of 300 mm. ( Johnson make stainless steel or apollo make) |
| 157 | Supply and lowering 350 mm dia 8mm wall thick MS housing pipe with screwed & socketed & male and femalethreads for joints etc.complete. |
| 158 | Supply, Lowering & Showing the annular space between Tube Well bore and assembly with 2mm to 5mm thick Pea gravel. |
| 159 | Supply reducer 350 mm x 300 mm dia made out of 8.0 mm thick MS sheet. |
| 160 | S/F bail plug suitable for 300mm dia MS pipes. |
| 161 | Development of tubewell by air compressor having capacity of 350 cfm at over pumping plant unit. The capacity of compressor should be such that D/o may be done depresed water level 10 mtr. Or as may be approved by the E/I so as to get average yield of about 6000 LPM and making water reasonable sand free including 10 parts/million of water in colume within 15 minutes. The period of development by air compressor may be 100 hrs. may be stop earlier if required by the E/I or development of well. |
| 162 | P/F Wall Cap suitable for 350mm dia housing pipe of 8 mm thick MS Sheet. |
| 163 | Feeding Water Line From Ganga Jal UGR -65 to Proposed Ugr Village- Mamura |
| 164 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road |
| 165 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 166 | 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. |
| 167 | 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. |
| 168 | Providing and Laying S & S Centrifugaly Cast (Spun)/Ductile Iron Pipes conferming to IS : 8329. 200 mm dia Ductile Iron Class K-7 pipes |
| 169 | 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. 200 mm Dia |
| 170 | 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) |
| 171 | 300 mm dia |
| 172 | 200 mm dia |
| 173 | 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 |
| 174 | 90 x 90 x 100 cm. |
| 175 | 120 x 120 x 100 cm. |
| 176 | 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. |
| 177 | Hiring of Gas cutting Set With oxygen and LPG Running Time @ 6 Hrs. |
| 178 | Hiring of Welding Set Running Time @ 6 Hrs. |
| 179 | DG Set / Generator 50 KVA |
| 180 | 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). |
| 181 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 182 | Neat cement punning. |
| 183 | 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) |
| 184 | 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). |
| 185 | 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. Please Enable Macros to View BoQ information |
