Tender For Construction Of 33/11 Kv Sub Station In Sector-11 Gida, Gorakhpur.
Tender Value
6.20 Crore
Estimated cost
Bid Submission
21 Feb 2024
0 days left
EMD
33.04 Lakhs
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
gorakhpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 33/11 Kv Sub Station In Sector-11 Gida, Gorakhpur.
BOQ
| Sl. No. | Item Description |
| 1 | S/of Terminal Gantry. uppcl. |
| 2 | S/of 33 KV line Isolator 800 Amp. uppcl. (SIR-2023)-61 |
| 3 | S/ of 33 KV Bus-Isolator 800 Amp.uppcl. (SIR-2023)-62 |
| 4 | S/ of Structure for above.uppcl. |
| 5 | S/of 33 KV Fuse set. uppcl.(SIR-2023)-64 |
| 6 | S/ ofStructure for above.uppcl.(SIR-2023)-59 |
| 7 | Testing & Commissioning of 11 KV Incoming Switch Gear VCB, CTR 600/300/5Amp.350 MVAFor I/C. uppcl. |
| 8 | Testing & Commissioning of 11 KV O/G Switch Gear VCB CTR-200/100/5A, 350 MVA. Making of 11 KV cable box mounted with Switch Gears and transfarmer.uppcl. (SIR-2023)-60 |
| 9 | S/ of 33 KV Lighting Arrestor. ( 3 Nos.In a set.).uppcl.(SIR-2023)-63 |
| 10 | S/ of Structure for above.uppcl. |
| 11 | S/ of 33 KV Post Insulator.uppcl.(SIR-2023)-79 |
| 12 | S/ of Structure for above.uppcl. |
| 13 | S/of 11 KV CT/PT Metering Pole Mounted Unit. uppcl.(SIR-2023)-57 |
| 14 | S/ of 33 KV CT/PT Metering Pole Mounted Unit.uppcl.(SIR-2023)-58 |
| 15 | S/ of 33 KV PT(outdoor) (33 KV/110V).uppcl.(SIR-2023)-116 |
| 16 | S/ of Structure for above.uppcl. |
| 17 | S/ of Testing & Commissioning of 10 MVA disc copper wound Tarnsfarmercore & coile assembly 8400 Kg,T/F oil 3260 kg, tank & fitting 5800 kg, total weight of T/F with oil 17460 kg. Complete in all respect. (Make. Crompton, ABC, Kiloskar, Volt Amp).uppcl(SIR-2023)-76 |
| 18 | S/ of 90 lbs Rail Pole pieces for T/F |
| 19 | C/O Plinth of 10 MVA T/F Complete. |
| 20 | S/ of Fencing of 2.7 mtr hight of chain link 2\"x2\" wire with intermediate of T- iron up right of size 50x50x6mm and MS flat 25x5x5mm in each section with nut & bolt etc. including grouting of angle iron in 1:2:4 CC and provision of Gate etc. as per attached drowing. complete in all respect. as per direction of E/I (AOR).uppcl. |
| 21 | C/o Boundary wall in brick work with cement mortar 1:6 (1 cement:6 Coarse Sand) for chain link including plaster in cement mortar 1:4(1 Cement : 4 Coarse Sand) and finishing with water proofing cement paint complete as per attached drawing & complete in all respects as per direction of E/l/(AOR).uppcl |
| 22 | C/o granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on ppepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory orller to achieve the desired density, complete as per clause 401.uppcl |
| 23 | S/ of 11 KV XLPE Cable of size 3x185 Sq.mmFornos 4 Outdoor feeder .uppcl(SIR-2023)-11 |
| 24 | S/ of 33 KV XLPE Cable of size 3x300Sq.mm (SIR-2023)-14 |
| 25 | Laying of 185 & 300 mm2Cable including cost of sand & Bricks.uppcl |
| 26 | Making ofCable trench of size 600x400 mmin switch yard with 2\"\" size RCC cover including sand refilling in 33/11 vidut S/S For 33 KVA underground Cablecomplete in all respect.uppcl |
| 27 | Making of 11 KV Cable Boxes mounted with switch gear & T/F.uppcl |
| 28 | S/ of CopperControl cable 4x2.5 Sq.mm.uppcl |
| 29 | S/ of Copper Control cable 2x2.5 Sq.mm.uppcl |
| 30 | Laying of control cable.uppcl |
| 31 | Earthing ofOutdoor equipments & earth mat with G.I strip 50/35/25mm.uppcl |
| 32 | Earthing of Indoor equipments.uppcl |
| 33 | T/F 63 KVA Transformer Comp. (Make. Crompton, ABC, Kiloskar, Volt amp).uppcl(SIR-2023)-70 |
| 34 | Cost of accessories for mounting of 63 KVA T/F. uppcl |
| 35 | S/ of 11 KV D/Pole structure For 63 KVA. uppcl. Transformer.uppcl |
| 36 | Painting of S/S structure. uppcl |
| 37 | Sundry stores.uppcl. |
| 38 | S/ ofRubber Matt.uppcl |
| 39 | S/ of 11 KV T.P.M.O Switch with Polymer insulator.(SIR-2023)-92 |
| 40 | S/ of3- Phase D O Fuse set.uppcl(SIR-2023)-93 |
| 41 | Temporary shed for dump store stock materials at site.uppcl |
| 42 | Sub-Station Name & Arrow sign. Board Comp.uppcl |
| 43 | Installation of Switch gear panels.uppcl |
| 44 | S/o providing of Furniture os s/s Plastic chair, wooden table ( table, 4 chair).uppcl |
| 45 | S/of33 KV VCB SIR. 2023-65 |
| 46 | S/of control panel i/c for 33 KV duble T/F 2023-67 |
| 47 | S/of CT200/100/1-1A. 2023-108 |
| 48 | S/ofSteel structure.uppcl. C.D.2021-22 (PS -19 Sr No.-6-ii) |
| 49 | Plinth & foundation of VCB.uppcl |
| 50 | S/ of 24 Volt Battery .uppcl (SIR-2023)-105 |
| 51 | S/of PVC insulated Cable of size 4x16Sq.mm.uppcl(ps. No 501(1) |
| 52 | S/ of 24 Volt Battery charger. |
| 53 | Writing name on s/s Building 11 KV Switchgear panels & all equipment installed in control room & switchyard.uppcl |
| 54 | Break down, shutdown. Restoring name board BP sheet.uppcl |
| 55 | S/ of Fire Buckets stand with 5 non. Buckets.uppcl |
| 56 | S/ of Maximum/Minimum, Line diagram Key board and Glove earthing chain etc.uppcl |
| 57 | S/ of LT Cable 3.5x70 Sq.mm.uppcl(SIR-2023)-1 |
| 58 | Watching ward of Staff material up to commission & holding over of S/S hang ration.uppcl |
| 59 | S/ of 11 KV VCB.uppcl (ii) out going 200/100/5A.uppcl(SIR-2023)-60 |
| 60 | S/ of 11 KV VCB.uppcl (iii) Bus cupler 350 MVA.uppcl |
| 61 | 33 KVCable Jointing Kit 3x300 sq.mm. Outdoor type.uppcl(SIR-2023)-90 |
| 62 | S/of 11 KV Jointing Kit 3x185 sq. mm Indoor.uppcl(SIR-2023)-82 |
| 63 | S/F of AC&DC distribution board for AC supply in 33 KVA Panel 11 KVA Panel.uppcl |
| 64 | S/of Cable Jointing kit straight through 11 KVA (EV) 185 Sq.mm. uppcl(SIR-2023)-82 |
| 65 | S/ of Cable Jointing kit straight through 33 KVA (EV) 300 Sq.mm.uppcl.(SIR-2023)-90 |
| 66 | S/of G.I. Pipe 6\"\"dia.uppcl. |
| 67 | S/F of G.I. Pipe Clamp.uppcl. |
| 68 | S/ of Jointing Kit 3x185Sq.mm. (out door) 11 KV.uppcl.(SIR-2023)-82 |
| 69 | Earth Filling69x75x3.5.uppcl. |
| 70 | Inauguration Pattika Work for Sub-Station.uppcl. |
| 71 | S/of ST Pole 11 mtr long Sp-55 for 11 KV Line. uppcl.(SIR-2023)-22 |
| 72 | S/of ST Pole 9 mtr long Sp-33 for S/S Campus.uppcl. Electrifiction.uppcl.(SIR-2023)-21 |
| 73 | S/ of ACSR Wesal Condector.uppcl.(SIR-2023)-38 |
| 74 | S/ of ACSR Panther Condector.uppcl. |
| 75 | S/ of LT Insulator. uppcl. |
| 76 | S/ of LT Insulator Clamp.uppcl. |
| 77 | S/ of L.E.D. Street Light 90 watt for S/S Campus Area Make Crompoton, Surya, & Bajaj Category.uppwd. (P.N. 1423) |
| 78 | Painting of the electric pole with 2 coats of Aluminium paint over red oxide primer complete in all respect. P.S No. (634) |
| 79 | S/o Aluminium Tape. uppcl. |
| 80 | S/o Concerting of poles.(05.268 cu.m.each) uppcl. C.D 2021-22(A-2) |
| 81 | Earthing of ST. Pole 11 & 9 mtr. Long.uppcl.C.D 2022(A-4) |
| 82 | S/o Plinth of Poles. uppcl. |
| 83 | S/o MS Top Channel 125x65mmx2240 mm Long.uppcl. |
| 84 | S/o MS Top Channel Clamp. uppcl. |
| 85 | S/o Dropper Chaneel 100x50x2600 mm. uppcl.C.D A-4(i) |
| 86 | S/o Dropper angle Clamp. uppcl. |
| 87 | Add cartage & erection charge @15% |
| 88 | CIVIL WorksSweech Yard BuldingExcavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251 |
| 89 | Earth work in filling plinth with cartage earth with a lead of7.00 Km from the site of work including, loading unloading, filling, leveling, watering compacting and dressing as per required at site. As per S.I. No. 253+231 (A) |
| 90 | Concrete with 40mm gauge Stone ballast, C/sand in 8:4:1 in foundation including supply of all materials labour and tools and plants etc. required for proper completion of work. S.I. No. 281 |
| 91 | Sand filling in the plinth including supply of necessary quality of sand from a distance not exceding 8.00 Km from the site of work and including watering and dressing etc. Rate includes cost of material labour and tools and plants etc. required for proper completion of work. As per S.I. No. 255 |
| 92 | Providing & injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface ifplinth junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduit etc., complete (plinth area of the building at ground floor only shall be measured as per IS-6313 Part II 1981)Aldrine emulisifiable concentrate or any other approved material such as Hepthachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows- (I) Treatment for masonary & foundation 5 Ltr. per Sqm. (II) Back fill in immediate contact with foundation 7.5 Ltr.per Sqm. (III) Treatment of top surface of plinth filling 5 Ltr.perSqm. (IV) Treatment ofsoil along external peri meter of building 7.50 Ltr. per Sqm. (V) Treatment of soil under apron along external perimeter 5 Ltr. per Sqm. S.I.No. SRN.B.O S.I.No. 15 Chapter 8 |
| 93 | R.C.C.Work with cement approved coarse sand and 2cm gauge stone girt (Dala) in the propotion of 1:1.5:3 (M-20) in Column Footing excluding supply of reinforcement and its bending but including fixing and bending the same with 24 B.W.G.G.I. banding wire and including necessary centering and shuttring etc.& also including supply of all materilas,labour and T&P etc. required for proper completion of work.As per S.I.No.287 |
| 94 | R.C.C. work withcement, approved coarse sand and 20 mm gauge stone aggrigate with M-20 nominal mix 1:2:4 in Tie Beam & excluding the supply of reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.No. 285 |
| 95 | R.C.C. Work with cement approved coarse sand and 20 mm gauge (nomianl size) dalla stone aggregate in the proporation of1:1.5:3M-20 in R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B W.G.G.I. binding wire and as required supply of all materials, labour centering and shuttering and removal of the same after completion of work. S.I.No. 289 |
| 96 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone ballast in the proportion 1:1.5:3in R.C.C. T-Beam excluding supply of steel and its bending but including fixing and binding the same with 24 B. W.G.G.I binding wire and including necessary centering and shuttering etc and also including s/o all materials required for proper comletion of the work. As per S.I. No. 288 |
| 97 | R.C.C. work withcement, approved coarse sand and 20 mm gauge stone aggrigate with M-20 nominal mix 1:1.5:3 in Lintel Band & excluding the supply of reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.No. 283A |
| 98 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone ballast in the proportion 1:1.5:3in R.C.C. Slab, excluding supply of steel and its bending but including fixing and binding the same with 24 B. W.G.G.I binding wire and including necessary centering and shuttering etc and also including s/o all materials required for proper comletion of the work. As per S.I. No. 284A |
| 99 | Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including wastage bend, hooks and authorised over lapping shall be measured. As per s.i.no. 504 |
| 100 | M-150 brick work in 1:4 cement and C/sand mortar in foundation and plinth including supply of all materials, labour and Tools and Plants etc. required for proper completion of work. 305 |
| 101 | M-150 class brick work in 1:4 and C/sand mortar in super structure including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is one brick (230 mm) 305+309+310 |
| 102 | Fabrication supply and fixing of M.S.Angle iron (40x40x5mm) in chaukhats for door, windows and ventilatorsincluding using m.s.flat iron etc. and 3 mm thick gusset plates at corners and junctions including supply of steel cutting, drilling holes bending, moulding requried shap and welding, supply and fixing of necessary hings for doors 125mm of 14 gauge size, window and ventilator 100mm, 16mm gauge size, with cleats and stoppers etc. and 10 mm dia bottom tie rod etc. complete. S.I.No 502(b) |
| 103 | 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. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws D.S.R. 9.21.1*13.33% |
| 104 | Cement concrete with 20mm gauge dalla stone aggregate approved chopan coarse sand and cement in the proportion of 4:2:1 in hold fast including supply of all materials, labour and tools and plants etc. required for proper completion of work. As per s.i.no. 279(I) |
| 105 | Z-sction windows (ISI marke) or Z- tubler window made of gold rolled formed continous seam welded M.S. tubler box section made from corrosion resistant coated conforming to IS: 513=1973 size of welded tubuler Z-profile and T profile are glzing bars jointed mitred and flush but welded and lugs 100 mm long of 19 x 3 mm size embedded in cement concrete blocks 150 x 100 x 100 of 1:3:6 cement approved coarse sand and 20 mm nominal size of dalla stone aggregate or with plugs and screws required including fixing 4 mm thick glass panes with glazing and special metal sash putty of approved make complete including M.S. oxidised casement fastercer (125 mm length weighting not less than 240 gms) and box type hinges 65 mm length 2.5 mm thick galvnised pinof 6 mm dia and aplying a priming coat of approved steel primer. S.I. No. 502 |
| 106 | Fabrication and supply ofM.S. grillas per approved design and drawing including the stair case railling etc. with square bars, m.s. angle iron, and m.s. flat iron as per direction of Engineer-incharge, supply of steel and its wastage, cutting, drilling holes and welding joints where necessary including each joint tube perfectaly welded and jointed and grinded to smooth finish. S.I.No 502(c) |
| 107 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes D.S.R. 10.30.1*13.33% |
| 108 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 2nd class teak wood beading 62X19 mm D.S.R. 9.135.1*13.33% |
| 109 | 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 : (300x16mm) D.S.R. 9.96.1*13.33% |
| 110 | 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 : (300x10mm) D.S.R. No. 9.97.1*13.33% |
| 111 | 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 : (125 mm) D.S.R. No. 9.100.1*13.33% |
| 112 | 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. Twin rubber stopper D.S.R. No. 9.101.2*13.33% |
| 113 | 12 mm thick plaster with cement mortar inproportion of 1:4 cement and C/sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 584a |
| 114 | 12 mm thick plaster with cement mortar inproportion of 1:4 cement and C/sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 584a+596 |
| 115 | 25 mm thick 1:2:4 cement conc. Flooring with cemnet, approved coarse and 2 cm. Graded approvedstone balast laid in planels finished with 3 mm (1/8\") floating coat of neat cement or cement and marble dust in ratio of 5:1 as specific over and iremoving any overlapping mortar at the joints of the panels if any giving them of all materials, labours, T& P etc. required for proper completion of the work. S.I.No. 601a |
| 116 | Providing and fixing glass strips 3mm thick in joints ofpanels of floor at the time of laying floor flush to the finish level of floor including supply of material ,labour and tile As per S.I. No. 631a (25mm) |
| 117 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm.S.I.No. 11.41.2 CPWD Chapter 14 |
| 118 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm. D.S.R. 11.46.2*13.33% |
| 119 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. D.S.R. 13.80*13.33% |
| 120 | One priming coat ofcement primer and twocoats oil distemper on new work including supply of all materials, labour and tools andplants etc. required for proper completion of the work.(S.I. No. 649 + 650) |
| 121 | Finising walls with water proof cement paint of approved make and on new work with 3 coat to give an even shade including supply of all materials labour and tools and plants etc. required for proper completon of the work. (S.I. No. 660 + 661) |
| 122 | Apply priming coat over new steel and other metal surface after and including preparing the surface throughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes, fine steel/wood scrappers sand papering and knotting including cost of all materials, labour and T&P etc. required for proper completion of the work. S.I.No-1 Chapter 15 New Item |
| 123 | Painting first coat over priming coat (but excluding cost of priming cost) on wood or steel and other metal surface with superior synthetic enamel standard make brusing to give an even shade and finish and including cleaning the surface of all dirt dust and other foreign matter and papering and stripping including cost of all material, labour, T&P etc. required for the proper completion of the work. but for every subsequent coat after first coat on wood or steel surface with paint of (iii) Superior quality.S.I.No-2+4(III) Chapter 15 New Item |
| 124 | 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. D.S.R. 12.22*13.33% |
| 125 | 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) D.S.R. 12.41.2*13.33% |
| 126 | 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. D.S.R. 12.42.2.2 *13.33% Single push fit Coupler 110 mm |
| 127 | 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. D.S.R. 12.42.2.2 *13.33%Bend 87.50 110 mm bend. D.S.R. 12.42.5.2*13.33% |
| 128 | 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. D.S.R. 12.42.2.2 *13.33% Shoe plain 110 mm D.S.R. 12.42.6.2*13.33% |
| 129 | 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. D.S.R. 12.43.2*13.33% |
| 130 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. D.S.R. 12.44*13.33% |
| 131 | Roof Work (Water Profing Treatment) Providing and laying \"Brick Coba\" 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm. x 30 cm. and side wall parapet shall be mono tythic plaster wall upto 30cm. higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water pooring compound @ 2.00% by weight & including S/o all material, labour T&P etc. complete for proper completion of work. Item No. New Chapter 11 |
| 132 | Boundrywall Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251 |
| 133 | Concrete with 40mm gauge Stone ballast, Coarse sand in 8:4:1 in foundation including supply of all materials labour and tools and plants etc. required for proper completion of work. 281 |
| 134 | R.C.C.Work with cement approved coarse sand and 2cm gauge stone girt (Dala) in the propotion of 1:1.5:3 (M-20) in Column Footing excluding supply of reinforcement and its bending but including fixing and bending the same with 24 B.W.G.G.I. banding wire and including necessary centering and shuttring etc.& also including supply of all materilas, labour and T&P etc. required for proper completion of work.As per S.I.No.287 |
| 135 | R.C.C. Work with cement approved coarse sand and 20 mm gauge (nomianl size) dalla stone aggregate in the proporation of1:1.5:3M-20 in R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B W.G.G.I. binding wire and as required supply of all materials, labour centering and shuttering and removal of the same after completion of work. S.I.No. 289 |
| 136 | R.C.C. Work with cement approved coarse sand and 20 mm gauge (nomianl size) dalla stone aggregate in the proporation of1:1.5:3M-20 in R.C.C. Plinth Beam excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B W.G.G.I. binding wire and as required supply of all materials, labour centering and shuttering and removal of the same after completion of work. S.I.No. 283A |
| 137 | Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including wastage bend, hooks and authorised over lapping shall be measured. As per s.i.no. 504 |
| 138 | M-150 class brick work in 1:4 and C/sand mortar in super structure including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is one brick (230 mm)305+309+310 |
| 139 | 12 mm thick plaster with cement mortar inproportion of 1:4 cement and C/ sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 584A |
| 140 | 12 mm thick plaster with cement mortar inproportion of 1:4 cement and C/sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 584A+596 |
| 141 | Fabrication supply and fixing of M.S.Angle iron (40x40x5mm) in chaukhats for door, windows and ventilatorsincluding using m.s.flat iron etc. and 3 mm thick gusset plates at corners and junctions including supply of steel cutting, drilling holes bending, moulding requried shap and welding, supply and fixing of necessary h.ings for doors 125mm of 14 gauge size, window and ventilator 100mm, 16mm gauge size, with cleats and stoppers etc. and 10 mm dia bottom tie rod etc. complete. 502(B) |
| 142 | Finising walls with water proof cement paint of approved make and on new work with 3 coat to give an even shade including supply of all materials labour and tools and plants etc. required for proper completon of the work. (S.I. No. 660 + 661) |
| 143 | Apply priming coat over new steel and other metal surface after and including preparing the surface throughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes, fine steel/wood scrappers sand papering and knotting including cost of all materials, labour and T&P etc. required for proper completion of the work. S.I.No-1 Chapter 15 New Item |
| 144 | Painting two coat over priming coat (but excluding cost of priming cost) on wood or steel and other metal surface with superior synthetic enamel standard make brusing to give an even shade and finish and including cleaning the surface of all dirt dust and other foreign matter and papering and stripping including cost of all material, labour, T&P etc. required for the proper completion of the work. but for every subsequent coat after first coat on wood or steel surface with paint of (iii) Superior quality.S.I.No-2+4(III) Chapter 15 New Item |
| 145 | Main GateExcavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251 |
| 146 | Cement concrete with 4cm gauge stone ballast, approved course sandand cement in proportion 8:4:1 in foundations and under floors including supply of all materials labour and tools and plants etc. required for proper completion of the work. S.I.No. 281 |
| 147 | R.C.C.Work with cement approved coarse sand and 2cm gauge stone girt in the propotion of 1:1.5:3 (M-20) in raft foundation and Column Footing same with 24 B.W.G.G.I. banding wire and including necessary centering and shuttring etc.& also including supply of all materilas,labour and T&P etc. required for proper completion of work.As per S.I.No.287 |
| 148 | R.C.C. Work with cement approved coarse sand and 20 mm gauge (nomianl size) dalla stone aggregate in the proporation of1:1.5:3M-20 in R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B W.G.G.I. binding wire and as required supply of all materials, labour centering and shuttering and removal of the same after completion of work. As per s.i.no. 289 |
| 149 | R.C.C. Work with cement approved coarse sand and 20 mm gauge (nomianl size) dalla stone aggregate in the proporation of1:1.5:3M-20 in R.C.C. Beam of Ground Level excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B W.G.G.I. binding wire and as required supply of all materials, labour centering and shuttering and removal of the same after completion of work. As per s.i.no. 285 |
| 150 | Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including wastage bend, hooks and authorised over lapping shall be measured. As per s.i.no. 504 |
| 151 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. D.S.R. 13.80*0.865 |
| 152 | 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): SOR New Item 13.46.1 *.865 |
| 153 | Mild steel or iron work in heavy sizes such as trusses, built up gates, record racks, roof work, gates etc. wrought to required form, including drilling holes riverting or welding where necessary & their fixing, required for proper completion of the work. As per s.i.no. 503 |
| 154 | Apply priming coat over new steel and other metal surface after and including preparing the surface throughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes, fine steel/wood scrappers sand papering and knotting including cost of all materials, labour and T&P etc. required for proper completion of the work. S.I.No-1 Chapter 15 New Item |
| 155 | Painting Two coat over priming coat (but excluding cost of priming cost) on wood or steel and other metal surface with superior synthetic enamel standard make brusing to give an even shade and finish and including cleaning the surface of all dirt dust and other foreign matter and papering and stripping including cost of all material, labour, T&P etc. required for the proper completion of the work. but for every subsequent coat after first coat on wood or steel surface with paint of (iii) Superior quality.S.I.No-2+4(III) Chapter 15 New Item |
| 156 | (Type - III) BulidingG.F (Ground Floor)Cleaning grass and removel of rubbish up to a distance of 30 meter out side the periphary of the area as per technical spcefication clause |
| 157 | Layout of building including construction of level piller, making centre line and giving plinth level complete |
| 158 | Excavation in fundation in ordinary soil (Loam clay or sand) including lift up to 1.5m and lead up to 30m and including filling watering and ramming of excavated earth in the space between and building or offoundation tranches into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m from thew fondationtrenches including all T&P phowereh and basket etc. complete. (S.I. 251) |
| 159 | Earth work in filling plinth with cartage earth with a lead of7.00 Km from the site of work including, loading unloading, filling, leveling, watering compacting and dressing as per required at site. As per S.I. No. 253+231 (A) |
| 160 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8Km from the site of work and including watering dressing etc. required for proper completion of the work. (S.I. No. 255) |
| 161 | Providing and injecting chemical emulsion for Preconstruction antitiermite treatment and creatinga chemical barrier under and arround the column pits, wall trenchs, basement excavation top surface of plinth, filling junction of wall and floors, along the external perimetre of building expanion joints, surrounding of pipes and etc. complete plinth area of the building at ground floor only shall be measured as per IS 6313 (part II 1981)aldrine emulsifiable concrete or any other approved material such(4) Treatment of soil under Apron along external perimeter 5 litter per square meter. |
| 162 | Concrete with 4cm. Gauge sukruit stone balast, chopan coarse sand of and cement in the proportion of 8:4:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work. (S.I. No. 281) |
| 163 | RCC work cement approved coarse sand and 2 cm guage dalla stone grit in the propertion of 1:1.5:3 in Raft Foundation, excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B. W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all Material Required for proper completion of work. but in RCC raft foundation and footing with 1:1.5:3. (S.I. 287 ) |
| 164 | RCC work cement approved coarse sand and 2cm guage dala stone grid in the propertion of 1:1.5:3 in Plinth Band, excludingsupply of reinforcement and its bending but including its fixing and binding the same with 24B. W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all Material Required for proper completion of work.but in Plinth andwith 1:1.5:3. (S.I. 283A) |
| 165 | R.C.C. work cementapproved coarse sand and 2cm gauge dala stone girt in the propertion of 1:1.5:3 in Column, excludingsupply of reinforcement and its bending but including its fixing and binding the same with 24B W.G.G.I binding wire and including necessary centering and shuttering etc. and also including and supply of all materials required for proper completion of the work. RCC of column 1:1.5:3 . (S.I No. 289) |
| 166 | R.C.C. work cementapproved coarse sand and 2cm gauge dala stone girt in the propertion of 1:1.5:3 in lintels of doors and windows, excluding supply of reinforcement and its bending but including its fixing and binding same with 24B W.G.G.I binding wire and including necessary centering and shuttering etc. and also including and supply of all materials required for proper completion of the work. RCC Lintel Band 1:1.5:3. (S.I No. 283A) |
| 167 | R.C.C. work cementapproved coarse sand and 2cm gauge dala stone girt in the propertion of 1:1.5:3 in Lighter Beam, excludingsupply of reinforcement and its bending but including its fixing and binding same with 24B W.G.G.I binding wire and including necessary centering and shuttering etc. and also including and supply of all materials required for proper completion of the work. RCC of Lighter Beam 1:1.5:3(S.I No. 285) |
| 168 | R.C.C. work cementapproved coarse sand and 2cm gauge Data stone girt in the propertion of 1:1.5:3 in slab, excluding its fixing and binding the same with 24B W.G.G.I binding wire and including necessary centering and shuttering etc. and also including and S/o all materials required for proper completion of the work.R.C.C. of slab (S.I. No. 284 A) |
| 169 | Mild Steel or Iron in plain work such as in reinforced concrete or reinforced brick work (when not including overall rates) wrought to required shape as necessary including dending for proper completion of the work and includingsupply of steel its wastage. Bend hooks and authorized overlaping shall be measured.(S.I. 504) |
| 170 | Providing and fixing 30 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smoth outer integral skin having 71 mm width & 28 mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI \"C sections (39mmx19mmx0.60mm thick) or MS pipe (40mmx20mm) stiffener frame insert & telescopic polymeric \"L\" corners. the panel shall be filled with 3 mm mm thick high - pressure compact laminate as per manufacture\"s specifications and directions of the engineer in charge, cover moulding shall be provided for covering fixing screws and elegant look. (For W.C. bathroom door shutter) SOR 9.124 Chapter wood work |
| 171 | Cement concrete with 20mm gauge dalla stone aggregate approved chopan coarse sand and cement in the proportion of 4:2:1 in hold fast including supply of all materials, labour and tools and plants etc. required for proper completion of work. As per s.i.no. 279(I) |
| 172 | Mild Steel or Iron Work Small Sizes and sections such as hilding down bolts, hold fast tie rods, gratings etc.( when not included in an overall rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if require and welding grinding and making holes as require for proper completion of work fabrication of holes, door chaukhat & nosing. (a) Fabrication of door frame & hold fast 35x35x6mm ( S.I. 502B) |
| 173 | Z-sction windows (ISI marke) or Z- tubler window made of gold rolled formed continous seam welded M.S. tubler box section made from corrosion resistant coated conforming to IS: 513=1973 size of welded tubuler Z-profile and T profile are glzing bars jointed mitred and flush but welded and lugs 100 mm long of 19 x 3 mm size embedded in cement concrete blocks 150 x 100 x 100 of 1:3:6 cement approved coarse sand and 20 mm nominal size of dalla stone aggregate or with plugs and screws required including fixing 4 mm thick glass panes with glazing and special metal sash putty of approved make complete including M.S. oxidised casement fastercer (125 mm length weighting not less than 240 gms) and box type hinges 65 mm length 2.5 mm thick galvnised pinof 6 mm dia and aplying a priming coat of approved steel primer. S.I. No. 502 |
| 174 | Fabrication and supply ofM.S. grillas per approved design and drawing including the stair case railling etc. with square bars, m.s. angle iron, and m.s. flat iron as per direction of Engineer-incharge, supply of steel and its wastage, cutting, drilling holes and welding joints where necessary including each joint tube perfectaly welded and jointed and grinded to smooth finish. S.I.No 502(c) |
| 175 | M-150 brick work in 1:4 cement and C/sand mortar in foundation and plinth including supply of all materials, labour and Tools and Plants etc. required for proper completion of work. 305 |
| 176 | M-150 class brick work in 1:4 and C/sand mortar in super structure including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is one brick (230 mm) 305+309+310 |
| 177 | M-150 class brick work in 1:4 and C/sand mortar in super structure including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is half brick (115 mm) 305+309+310+310a |
| 178 | 12 mm thick plaster with cement mortar inproportion of 1:4 cement and C/sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 584 A+596 |
| 179 | 12 mm thick plaster with cement mortar inproportion of 1:4 cement and C/sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 584 A |
| 180 | Providing and laying water profing treatment in sunken portion of WC, bathroom etc. by applying cement slurry mixed with water profing cement compound consisting of applying (a) First layer of slurry of [email protected] kg/sqm mixed with water profing cement compound @0.253 kg/sqm. This layer of slurry of cement @0.242 kg/sqm mixed with water profing cement compound @ 0.126 kg/sqm. This layer will be allowedto air cure for 4 hours. Followed with water curing for 48 hours. The rate includings prepration of surface treatment and sealing of all joints corners, junction of pipes and masonary with pilymer mixed. (New) |
| 181 | Laying of 25 mm thick kota stone of size 45x45cm and above florring over previously prepared base with 2cm thick 1:3 cement and sand mortar including filling of joints with cement mixed with pigment required for matching the shade of floor as per direction of E/I including cutting polishing with wax polish including supply of all material T&P etc required for proper completion of the work. CPWD New Item Chapter Flooring |
| 182 | Laying of 25 mm thick kota stone of size 45x45cm and above florring over previously prepared base with 2cm thick 1:3 cement and sand mortar including filling of joints with cement mixed with pigment required for matching the shade of floor as per direction of E/I including cutting polishing with wax polish including supply of all material T&P etc required for proper completion of the work. CPWD New Item Chapter Flooring (Same as above but in dado with 25 mm thick stone) |
| 183 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm.S.I.No. 11.41.2 CPWD Chapter 14 |
| 184 | Supply and fixing 6mm. China white glazed tiles in flooring or in skirting or Dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry, joining and polishing complete, including supply of all materials, labour and T&P etc. required of proper completion of the work. (S.I. No. - 628) |
| 185 | 25 mm thick 1:2:4 cement concrete floor with cement approved coarse sand & 20 mm graded approved stone ballast laid in panels finished 3 mm floating coat of neat cement and marble dust in ratio of 5:1 as specifie over & including 80 mm brick ballast. 40 mm cvage in proportion 1:4:8 and removing any overlaping mortar at the joint of panels of any giving them uniform finished including supply of all material labour T&P etc complete. (S.I. No. - 601 A) |
| 186 | Providing and fixing strip of 3 mm thickness in joint of floor and skirting at the tinse of laying floors flush with floor level including labour tools & plants etc complete. (S.I. 631a) |
| 187 | Finishing walls with water proof cement paint of approved meke and quality on new work eith 2 coat give an even shade including supply of all materials level & tools and plants etc. required for proper completion of the work. Snowcem painting .S.I. - 660+661 |
| 188 | One priming coat ofcement primer and one cost oil distemper on new work including supply of all materials, labour and tools andplants etc. required for proper completion of the work.( S.I - 649+650) |
| 189 | Apply priming coat over new steel and other metal surface after and including preparing the surface throughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes, fine steel/wood scrappers sand papering and knotting including cost of all materials, labour and T&P etc. required for proper completion of the work. S.I.No-1 Chapter 15 New Item |
| 190 | Painting two coat over priming coat (but excluding cost of priming cost) on wood or steel and other metal surface with superior synthetic enamel standard make brusing to give an even shade and finish and including cleaning the surface of all dirt dust and other foreign matter and papering and stripping including cost of all material, labour, T&P etc. required for the proper completion of the work. but for every subsequent coat after first coat on wood or steel surface with paint of (iii) Superior quality.S.I.No-2+4(III) Chapter 15 New Item |
| 191 | Cast cement concrete as in door sills, chaukhat boundary post as similar preast unit with cement, chochopan coarse sand and 20, gauge dala stone grit in the proportion of 1:2:4 excluding supply of reinforcement and its bending but including its bending but including its fixing in position and binding with 24 B B.W.G.G.I. Binding wire and including necessary scentring and shuttering etc. and also inclusing supply of all material, labour, T&P etc. required for proper completion work. (S.I. 282) |
| 192 | Supply and fixing of 10 cm enternal dia AC down pipes complete with rose head, bends and crating and including supply of necessary MS clamps 25 x 3 cm fixed to wall and including supply of 15 cm day 6 mm dia nats all material labour T&P etc required for proper complete of work. ( S.I. 730) |
| 193 | Part B (DSR Item)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 plyveneering with vertical grains or cross bands and face veneers on both faces of shutters. (D.S.R. 9.21.1)*0.865 |
| 194 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes D.S.R. 10.30.1 *0.865 |
| 195 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 2nd class teak wood beading 62X19 mm D.S.R. 9.135.1 *0.865 |
| 196 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 500x500 mm. D.S.R. 11.47.1 *0.865 |
| 197 | Providing and fixing ISImarkedoxidised M.S. sliding door bolts with nut and screw etc. complete; (D.S.R. 9.62.2) *0.865 250*16mm |
| 198 | Providing and fixing ISImarkedoxidised M.S. Tower bolt black finish, nuts and screwsetc. complete; (D.S.R. 9.63.2) *0.865 280*10mm |
| 199 | Providing and fixingISI marked oxidised M.S. handles conforming to IS : 4992 with necessary screws etc. complete: (D.S.R. 9.66.1) *0.865250x10mm |
| 200 | Providing and fixing oxidisedM.S. casement stays (straight peg type) with necessary screws etc. complete (D.S.R.9.68.1) *0.865 300 mm weighing not less than 200 gms |
| 201 | Making base with white cement, based birla putty 1.00 mm thick with rubby of wall with gegnal & making surface smooth (D.S.R. - 13.80) *0.865 |
| 202 | Septic Tank Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251 |
| 203 | Cement concrete with 4cm gauge Stone ballast C/sand of 8:4:1 in foundations and under floors including supply of all materials labour and tools and plants etc. required for proper completion of the work. S.I.No. 281 |
| 204 | 25 mm thick 1:2:4 cement conc. Flooring with cemnet, approved coarse and 2 cm. Graded approvedstone balast laid in planels finished with 3 mm (1/8\") floating coat of neat cement or cement and marble dust in ratio of 5:1 as specific over and iremoving any overlapping mortar at the joints of the panels if any giving them of all materials, labours, T& P etc. required for proper completion of the work. As in item no. 601(a) above but floors shall be 4 cm thick instead of 2.5 cm thick without base concrete. S.I.No. 605 |
| 205 | M-150 brick work in 1:4 cement and C/sand mortar in foundation and plinth including supply of all materials, labour and Tools and Plants etc. required for proper completion of work. 307 |
| 206 | M-150 class brick work 1:3 cement and approvel Coarse sand in super structure and plinth including supply of all material, labour and tools and plants etc. required for proper completion of work. But in super structure including necessary cutting and moulding of brick work, thikness of wall more than one break and for extra lab our to above items. But walls of half brick 115 mm thick add for extra lab our over item no. S.I.No. 307+309 +310A |
| 207 | Plaster work ( 12mm thick1:3 coarse sand ) |
| 208 | Cast cement concrete as in baffle wall slab precast with cement approved coarse sand and 20mm gauge approved coarse sand and in proportion of 1:1.5:3 As per S.I. No. 282 |
| 209 | Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including westage bend, hook and authorised over lapping shall be measured.S.I.No. 504 |
| 210 | Part B (DSR Item)Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar D.S.R. 19.15.1 *0.865 |
| 211 | Providing and fixing soil, waste and vent pipes : 75 mm diameter : Sand cast iron S&S pipe as per IS: 1729 D.S.R. 17.35.2.1 *0.865 |
| 212 | Providing and fixing single equal plain junction of required degree : 100x100x 100 mm Sand cast iron S&S as per IS - 1729 D.S.R. 17.44.1.1 *0.865 |
| 213 | Internal Water SupplyProviding and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 214 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. |
| 215 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps |
| 216 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 250 mm |
| 217 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 218 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (a) 32 mm dia |
| 219 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 600x450mm Beveled edge mirror |
| 220 | Providing and fixing 600x120x5 mm glass shelf with edges round off,supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 600x120x5mm glass seft |
| 221 | Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. As per D.S.R. 17.71 Liquid soap Container |
| 222 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, 78 mm and effective height of 88 mm, weighing not lesswidth than 190 gms. As per D.S.R. 17.73.2Towel rail |
| 223 | Providing and fixing terminal guard : Sand cast iron S&S as per IS - 1729 75 mm |
| 224 | Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 75 mm |
| 225 | Providing and fixing uplasticised PVC connection pipe with brass unions :15 mm nominal bore 45 cm long. |
| 226 | Slotted cowl (terminal guard) 75 mm dia |
| 227 | SOIL WASTE & VENT PIPES AND FITTINGS Providing & fixing soil, waste and vent pipes. (a) 100 mm dia centrifugally cast iron S & S pipe. |
| 228 | Providing & fixing soil, waste and vent pipes. (b)75mm dia centrifugally cast iron S & S pipe. |
| 229 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.(a)For 100 mm dia pipe |
| 230 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. (b)For 75 mm dia pipe |
| 231 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters.(a)For 100 mm dia pipe |
| 232 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters.(b)For 75 mm dia pipe |
| 233 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :(a)For 100 mm dia pipe |
| 234 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : (b)For 75 mm dia pipe |
| 235 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.Sand cast iron S&S as per IS - 1729 100x100x 100 mm |
| 236 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.Sand cast iron S&S as per IS - 1729 75x75x 75 mm |
| 237 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :(a)100 mm inlet and 100 mm outlet |
| 238 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :(b)100 mm inlet and 75 mm outlet |
| 239 | Providing and fixing cost iron coller.(a)For 100 mm dia pipe |
| 240 | Providing and fixing cost iron coller.(b)For 75 mm dia pipe |
| 241 | Extra for Providing & Fixing 125 mm dia C.p. grating in place of C.I. grating over floor traps. |
| 242 | WATER SUPPLY PIPES & FITTINGSProviding and fixing G.I. pipes complete with G.I. fittings and clamps,i/c cutting and making good the walls etc. (a) 15 mm dia nominal bore |
| 243 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps,i/c cutting and making good the walls etc. (b) 20 mm dia nominal bore |
| 244 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps,i/c cutting and making good the walls etc.(c) 25 mm dia nominal bore |
| 245 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps,i/c cutting and making good the walls etc.(d) 40 mm dia nominal bore |
| 246 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge (a) 15 mm dia nominal bore Concealed work, including cutting chases and making good the walls etc. |
| 247 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge (b) 20 mm dia nominal bore |
| 248 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge (c) 25 mm dia nominal bore |
| 249 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (a) 15 mm dia nominal bore |
| 250 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (b) 25 mm dia nominal bore |
| 251 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (a) 20 mm dia nominal bore |
| 252 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Capacity (500x 4= 2000 Ltr.) |
| 253 | Providing and fixing uplasticised PVC connection pipe with brass unions : 45cm length15 mm nominal bore |
| 254 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 255 | Providing and fixing brass stop cock of approved quality : (a) 20 mm dia nominal bore |
| 256 | Providing and fixing brass stop cock of approved quality : (b) 15 mm dia nominal bore |
| 257 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm dia nominal bore |
| 258 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm diameter |
| 259 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter |
| 260 | SCHEDULE OF QUANTITIES FOR EXTERNAL SEWERAGE SYSTEM 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 a lead of 50 m : (a) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 261 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : (a) 100 mm diameter S.W.Pipe |
| 262 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:(a) 150x100 size P type |
| 263 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) 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 Inside size 90x90 cm and 45 cm deep. D.S.R.19.7.1.1 |
| 264 | Constructing septic tank with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) in foundation/base, baffle walls in half brick masonary in 1:4 (1 cement : 4 coarse sand) R.C.C. slab 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregae 20mm nominal size) 12mm thick cement plaster 1:4 (1 cement : 4 fine sand) inside finished with a floating coat of neat cement. The rate includes all necessary excavation in all kind of soils, refilling and disposal of surplus earth with in the site or away from site as directed with out any extra cost including centering, shuttring etc. complete with required nos. heavy duty S.F.R.C. type MH/IC covers and frames, vent pipe and all other assessories as per the drawing. (Details Attached) 20 User |
| 265 | Making soak-pit 2.5 m. diameter and 3 m. deep with 45 x 45cm dry brick honey comb shaft with F.P.S bricksandSW drain pipe completeasper standard design. |
| 266 | Water Supply & Sanitary work for Switch Yard Building SANITARY FIXTURES & ACCESSORIES Providing & fixing white vitereous china water closet squatting pan ISI marked (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10/12.5 litrsPVC low level flushing cistern with fittings & brackets 40mm dia C.P. flush pipe with fitting & clamps, 20mm over flow pipe with specials and mosquito proof coupling of approved municipal design, painting wherever required including cutting & making good the walls & floors where required. a)Orissa Pattern W.C. pan of size580x 440mwith integral type foot rests flush pipe and over flow arrangement. |
| 267 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps |
| 268 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (a) 32 mm dia |
| 269 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm |
| 270 | Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 271 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, 78 mm and effective height of 88 mm, weighing not lesswidth than 190 gms. As per D.S.R. 17.73.2 |
| 272 | Providing and fixing uplasticised PVC connection pipe with brass unions :15 mm nominal bore 45 cm long.Wase basin |
| 273 | SOIL WASTE & VENT PIPES AND FITTINGS External workProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (a) 75 mm dia nominal bore |
| 274 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (b)100 mm dia nominal bore |
| 275 | Providing and filling the joints with spunyar cement slurry and cement mortar 1:2 (a)For 100 mm dia pipe |
| 276 | Providing and filling the joints with spunyar cement slurry and cement mortar 1:2 (b)For 75 mm dia pipe |
| 277 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : (a)100 mm inlet and 75 mm outlet |
| 278 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : (b)100 mm inlet and 100 mm outlet |
| 279 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. (a)For 100 mm dia pipe |
| 280 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. (b)For 75 mm dia pipe |
| 281 | WATER SUPPLY PIPES AND FITTINGS Concealed work, including cutting chases and making good the walls etc.Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (a) 15 mm dia nominal bore |
| 282 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (b) 20 mm dia nominal bore |
| 283 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (c) 25 mm dia nominal bore |
| 284 | External work Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (a) 25 mm dia nominal bore |
| 285 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (b) 40 mm dia nominal bore |
| 286 | Providing and fixing PTMT grating of approved quality and colour.Circular type125 mm nominal dia. With 25 mm waste hole |
| 287 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. (a) 15 mm dia nominal bore |
| 288 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Capacity (500x2) |
| 289 | Providing and fixing brass stop cock of approved quality : (a) 20 mm dia nominal bore |
| 290 | Providing and fixing brass stop cock of approved quality : (b) 15 mm dia nominal bore |
| 291 | SCHEDULE OF QUANTITIES FOR EXTERNAL SEWERAGE SYSTEMExcavating 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 a lead of 50 m : (a) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 292 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (a) 100 mm diameter. |
| 293 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (b) 150 mm diameter. |
| 294 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : (a) 100 mm diameter S.W.Pipe |
| 295 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : (b) 150 mm diameter S.W.Pipe |
| 296 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5180x150 mm size P type |
| 297 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) 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 Inside size 90x80 cm and 45 cm deep. |
| 298 | Internal ElectrificationSwitch yard buildingWiring PointsWiring points for light with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FR PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. Earth continuity wire and piano type switch etc. complete in all respects. |
| 299 | Wiring point for 5 amp Plug with 141( B) but in PVC conduit with 1.5 sq. mm FR PVC insulated multisrand copper conductor cableas earth wire drawn inside the conduit. |
| 300 | Wiring point for H.P.M.V./Sodium Vapour lamp with 1.5 sq.mm. FRLSH PVC insulated multistrand single core copper conductor in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth continuity wire and 15 A piano type switch etc, complete in all respect including matching colour wash. |
| 301 | Supply and fixing of power plug with 15A/250 volt flush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 1.75mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. |
| 302 | As in item 221 (B) but in 20 mm dia (2mmthick) PVC conduit with one no. 2.5 sq. mm for PVC insulated multisrand copper conductor cable as earth wire drawn inside the conduit. |
| 303 | Supply and wiring of submain in PVC insulated 1100 V grade single core Copper conductor cable in heavy gauge rigid PVC conduit partly laid in slab along with reinforcement before concreting with 8 SWG GI earth continuity wire etc. complete in all respects. |
| 304 | Supply and wiring of submain in PVC insulated 1100 V grade single core Copper conductor cable in heavy gauge rigid PVC conduit partly laid in slab along with reinforcement before concreting with 8 SWG GI earth continuity wire etc. complete in all respects. |
| 305 | Supply and wiring submain with two number As in item no. 219(B) but in 25 mm dia heavy duty (2 mm thick) PVC conduit with one number 10 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit. |
| 306 | Supply and fixing of single light wall bracket on matching M.D.F.E.G. board base etc. complete all respect. |
| 307 | Supply and fixing of round ceiling fitting suitable for & with 2x9 watt CFL complete in all respect. |
| 308 | Supply and fixing wired decorative mirror light on suitable for 18 watt CFL complete in all respect. |
| 309 | Supply and fixing of factory wired, HPF box type, fluorescent tube light fitting suitable for 1 x 40 watt fluorescent tube complete including tube etc. on surface complete in all respect. |
| 310 | Supply and fixing of factory fabricated M.S. box in existing sunk of size 600mm x 480mm x 200 mm deep with godrej type almirah, cover with handle etc. fabricated from 18 SWG (1.25mm) M.S. sheet duly painted with red oxide primer followed by two coats of synthetic enamel paint complete with necessary conduit entry and D.P./T.P.N. fixing arrangements and provision for compartment for loose wires openable housing on the top and hold fast etc. including supply of all material, labour, T&P etc. required for proper completion of the work. |
| 311 | Erection and testing of ceiing fan and regulator for room height upto 3.5 meters including supply of 3 mm thick G.I.P. pipe 19 mm dia. Duly painted, complete in all respect. |
| 312 | Supply & fixing of 63 Amp. 4 pole MCB (10KA) |
| 313 | Supply and fixing of polished MDFEG/ Teak ply cover for surface type B.D.B. above 4 ways complete with 50 mm hinges, aluminium kunda, chhapka and handle etc. complete in all respect. |
| 314 | S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. |
| 315 | Construction of recess pf 600mm x 480mm size of main boards, distribution boards of all sizes including cutting of brick work, providing lintel of suitable size and thickness, plastering etc. with supply of all material labour T&P required for proper completion of the work. |
| 316 | Earthing and Lighting ConductorSupply and burrying of 600mm X 600mm X 6mm G.I. plate, vertically for earthing with its top atleast 3m. Below ground level complte with 20mm G.I. pipe and funnel for watering and two earthing leads of No. 8 to 10 SWG G.I. wire in 15mm dia G.I. pipe upto switch board (from apron upto switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/ of charcoal/ cokeand salt at least 150mm thick alround etc. complete in all respects. |
| 317 | Supply and fixing of one number 8 SWG Copper wire 15mm dia G.I. Pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, T&P other material required for proper completion of the work as directed at site. |
| 318 | Electronic ItemsSupply and fixing of electronic fan regulator (Modular) 120-280 V. ISI maked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of engineer in charge of work. |
| 319 | Supply & fixing surface/flush mounting 6ways VTPN disribution board with additional metal without MCB complete in all respect, as directed at site by Engineer in charge. |
| 320 | Supply and fixing of 240 volts \"L\" series miniature circuit breaker in existing MCB, DB complete with connections as required. |
| 321 | Supply and fixing of MCCB (16KA) Thernal Magnetic release. |
| 322 | S&F surface/flush mounting 12 ways SPN distribution board with additional metal door without MCB complete in all respect, as Direct by engineer in charge. |
| 323 | Non Scheduled Items (As per Market Rate)Supply of AC230/250 volts, 50 HZceiling fanwith standarddownrod, blades, 2 nos. caps etc.complete (Make : Bajaj/Crompton Greavs) 1400 mm sweep |
| 324 | Electrical Estimate of Residence TypeIIIWiring point for light with 1.5 sq.mm FA PVC isulated multi strand single core coppar conductor cable in PVC condulte with 1.5 sq.mm for PVC insulated multi stard copper cable as earth wire drawn inside and plano type switchCelling rose/angle/butten holder on 3 mm. thick phendlic laminatedblakelite. sheet etc. |
| 325 | Wiring point for fan/frsh air fan (light duty exhust fan) with 1.5 sq.mm. FR PVC insulated multi stand single core copper condutor cable in PVC ondult parpory concssisd in wall and party laid in slab along with reinforcement before concerting with 1.5 sq.mm drawn inside and plano type switch & celling rose on 3 mm thick pleronic laminated baklight sheet etc. complete in all respects as directd including matching color wash. |
| 326 | Wiring Point plug with 1.5 sq.mm. FR PVC insulated multi stand single core copper conductor cable in PVC condult with 1.5 sq.mm FR PVC insulated multi stand copper conductor cable ad earth wire drawn inside and plano type witch & sockit on 3 mm. thick phonolic laminated bakelite sheet etc. complete in all respects as directed indluding matching color wash. |
| 327 | Wiring point for call bell with 1.5 sq.mm FR PVC insulated multi stand single core copper conductor cable in PVC condulte with 1.5 sq. mm. insulated multi stand copper conductor cable as earth wire drawn inside and plano type bell push or 2 pin socket on 3 mm. thick phenolic laminated bakelite sheet etc. complete in all respects as directed indluding matching color wash. |
| 328 | Wiring point for H.P.MV/Sodium Vapor lamp with 1.5 sq. mm. FR PVC insulated single core copper conductor cable in PV condult with 1.5 sq. mm FR PVC insulated multi stand copper conductor cable as earth wire drawn inside and 15 A Plano type switch on 3 mm. thick pheonlic laminated baklight sheet etc. complete in all respects. |
| 329 | Supply and writing of submain with 2 Nos. 1.5 sq. mm. FR PVC Insulated 1100 V grade multi stand single core conductor cable in 20 mm. dial heavy duty (2mm. Thick)PVC condult with 1 No. 1.5 sq. mm FR PVC insulated 1100 V grade multi stand single core copper conductor cable as earth wire drawn inside the condult complete in all respect for cimputer points. |
| 330 | S/W sub main with 2x4 sq. mm FR PVC insulated single core coper conductor cable in heavy gauge rigld PVC condult with 2.5 sq. mm FR PVC insulated single core coper cable as earth drawn inside etc. complete in all respect. |
| 331 | S/W of sub main with 2x10 sq.mm+1x6.0 sq. mm FR PVC insulatedsingle core coper conductor cable in heavy gauge rigld PVC nosult tc. Complete in all respect. |
| 332 | Supply and fixing of LED Fitting suitable for 1x22 watt LED tube light complete including tubes etc. on durface complete in all respect crompton, Bajaj. Phillips make. Cat \"AA\" |
| 333 | Supply and fixing of factory wired LED street lighting fitting compete with Aluminum body, difuser rubber gasket, G.I. Graurd etc. complete in all respect. Cat \"AA\"\" |
| 334 | S/burying of safe earth elctrode T-39 HOT slip galvanized light up to 3000mm. Outer dia 76 mm. inner dia 38 mm. terminal dia 12 mm. outer G.I. pipe of 16 SWG and inner G.I. pipe or 12 SWG with hot dip galvanized up to 100 micron filled with crystaline conductive property with 50 kg. activated soil capacity of reducing the soil resistively with good mixture of retaling cpacity and one earthiling lead of 20x2 mm. G.I. strip up to main switch board for earthling the server. |
| 335 | Supply and laying of 25 mm.x3 mm. G.I. strip from earth electrode directly in th ground as required complete in all respects. |
| 336 | S/ F S/10/20/25/30/32 Amp. MCB (10KVA) indo. Assian make. |
| 337 | S/F of 63 Amp. 2 pole NCB(910 K.A.) indo Asian make. |
| 338 | S/F of 63 Amp. 4 pole NCB(910 K.A.) indo Asian make. |
| 339 | S/F of surface/fiush mounting 4 way TPN distribution board without MCB complete in all respects and as directed at site double door) indo Asian, Havells make. |
| 340 | S/F of surface/fiush mounting 12 way SPN distribution board without MCB complete in all respects and as directed at site double door) indo Asian, Havells make. |
| 341 | Supply and fixing of call bell of approved make on polished MDFEG board including making connection etc. complete in all respects. |
| 342 | S/F danger board fabracated from 10 gauge M.S. sheets as per I.R rules. |
| 343 | Erection and testing of celling fan and regulator etc. excidung supply of down rod complete in all respects. |
| 344 | Erection and testing of wxhaust fan on the existing hole with suitable size of rage bolts buts and washeer etc. complete in all respects. |
| 345 | Supply and fixing of 16 gauge M.S. drum duly painted. Competed in all respects. |
| 346 | supply and fixing of fire extingulshor dry chemicla type 4 kg. capacity (ISI mark) complete with initial charge and wall bracket along with supply of all matterials and labour for proper completion of work. |
| 347 | Supply and ficing of power plug with 15 A/250 V flush type socket in suitable M.S. box of 175 mm.x100 mm.x50 mm. size with bakelite sheet cover 3 mm. thick fixed with brass machine screws and cup washers. Thick fixed with brass machinescrews and cup washer. |
| 348 | S/F of hexagonal fan box with hexagonal side of approx 80 mm. in length fabricated from 16 SWG M.S sheet incomorating 10 mm. dia M.S mound bar duty bent for supporting fan twiver duty painted with red oxideand screwing arrengement with wiring condult laid in the R.C.Croof before conecrating along with supply of all materials. balour T&P etc. for proper completion work. |
| 349 | Supply of celling fan 48\"\" Usha/crompton/Bajaj make ISI mark complete in all respect. |
| 350 | S/F fan sheet cover of baklight sheet ordinary. |
| 351 | Supply of exhust fan 12\"\" double wall bearing light duty Usha/Crompton/Bajaj make ISI mark complet in all respects. |
| 352 | S/F of LED bulb 9 to 12 watt ISI marked complete in all respects. |
| 353 | S/F Electronic Fan Regulator 120-280 watt ISI marked on the existing switch board complete in all respects. |
| 354 | S/ laying of aluminum conductor PVC insulated armoured served sheather cable 1100 V grade in air from transformer to main switch for making connection complete for 16 sq. mmx4 core. |
| 355 | Type - Ist ResidenceExcavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. And including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge.S.I. No. 251 |
| 356 | Earth work in filling plinth with transported earth with a lead of 10.00Km from the site of work including, loading unloading, filling, leveling, watering compacting and dressing as per required at site.S.I. No. 253+231 (A) |
| 357 | Sand filling into the plinth including supply of necessery quantity of sand from a distance not exceeding 8 km.from the site of work, watering, ramming and dressing etc.also including supply of sand,labour and tools and plants etc.required for proper completion of work. As per S.I.No.255 |
| 358 | Concrete with 40mm gauge stone ballast,sand of 1.25 fineness modulows andcement in the proportion of 8:4:1in foundation and floor including supply of all materials labour and tools and plants etc. required for proper completion of work. S.I. No. 281 |
| 359 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, alongthe external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only hall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concenteate or any othe approved material such as Heptrachlor of chordancewill be used The rate of application of chemical emulsions Hall be as follows. As per SOR Gorakhpur New Item 1Chapter 7 |
| 360 | M-150 class brick work in 1:6 and fine sand of 1.25 fineness modulous mortar in Foundation and plinth including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is one brick (230 mm)S.I. No. 303 |
| 361 | R.C.C. work withcement, approved coarse sand and 20 mm gaugedalla stone aggrigate with M-20 nominal mix 1:1.5:3 in Plinth band & Lintel band of doors and windows excluding the supply of all reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.NO. 283A |
| 362 | 25 mm thick damp proof course with cement concrete in 1:1.5:3 cement approved coarse sand and 13mm gauge graded dalla stone aggregate mixed with water proofing compound as ordered by Engineer in-charge in the proportion as specified by the manufacturer. As per S.I.No. 361 |
| 363 | Painting on D.P.C. with two coats of air blown buitemen 85/50 or 85/25 @ 1.75kg per sqm including cost of fule etc. As per N.B.O. 5.7-1(ii) chapter-7 |
| 364 | M-150 class brick work in 1:6 cement and sand of 1.25 F.M, mortar for walls ofsuper structure including necessary cutting and moulding of bricks rquired and also includingsupply of all material labour and tools and plants etc. required for proper completion of work. S.I. No. 303+309+310 |
| 365 | M-150 brick work in 1:4 cement and coarse sand in super structure including necessary cutting and moulding of brick work, but for half brick wall add for extra lbour icluding supply of all materilas, labour and T&P etc. required for proper completion of work. S.I. No. 305+309+ 310+310A |
| 366 | R.C.C. work withcement, approved coarse sand and 20 mm gaugedalla stone aggrigate with M-20 nominal mix 1:1.5:3 inVertical reinforcement at corners and junction & Jambs of doors and windows excluding the supply of all reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.NO. 283A |
| 367 | RCC work cement approved coarse sand and 2 cm guage dalla stone grit in the propertion of 1:1.5:3 in Raft Foundation, excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B. W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all Material Required for proper completion of work. but in RCC raft foundation and footing with 1:1.5:3. (S.I. 287) |
| 368 | R.C.C. work cementapproved coarse sand and 2cm gauge dala stone girt in the propertion of 1:1.5:3 in Column, excludingsupply of reinforcement and its bending but including its fixing and binding the same with 24B W.G.G.I binding wire and including necessary centering and shuttering etc. and also including and supply of all materials required for proper completion of the work. RCC of column 1:1.5:3 . (S.I No. 289) |
| 369 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone ballast in the proportion 1:1.5:3in R.C.C. T- Beam excluding supply of steel and its bending but including fixing and binding the same with 24 B. W.G.G.I binding wire and including necessary centering and shuttering etc and also including s/o all materials required for proper comletion of the work. As per S.I. No. 288 |
| 370 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone ballast in the proportion 1:1.5:3in Slab, excluding supply of steel and its bending but including fixing and binding the same with 24 B. W.G.G.I binding wire and including necessary centering and shuttering etc and also including s/o all materials required for proper comletion of the work.S.I. No. 284 A |
| 371 | Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including westage bend, hook and authorised over lapping shall be measured. s.i.no. 504 |
| 372 | Fabrication supply and fixing of M.S.Angle iron (35x35x5mm) in chaukhats for door, windows and ventilatorsincluding using m.s.flat iron etc. and 3 mm thick gusset plates at corners and junctions including supply of steel cutting, drilling holes bending, moulding requried shap and welding, supply and fixing of necessary hings for doors 125mm of 14 gauge size, window and ventilator 100mm, 16mm gauge size, with cleats and stoppers etc. and 10 mm dia bottom tie rod etc. complete. 502(B) |
| 373 | Fabrication supply and fixing ofM.S. grillof approved design and drawing including stair case raillings etc. with square bars, M.S. angle iron and m.s. flat iron drilling holes, cutting moulding to required shap, welding and grinding to smooth finish, supply ofsteel bolts and nuts for proper completion of work. As per 502(C) |
| 374 | Z-sction windows (151 marke) or Z- tubler window made of gold rolled foRmed continous seam welded M.S. tubler box section made from corrosion resistant coated conforming to IS: 513=1973 size of welded tubuler Z-profile and T profile are glzing bars jointed mitred and flush but welded and lugs 100 mm long of 19 x 3 mm size embedded in cement concrete blocks 150 x 100 x 100 of 1:3:6 cement approved coarse sand and 20 mm nominal size of dalla stone aggregate or with plugs and screws required including fixing 4 mm thick glass panes with glazing and special metal sash putty of approved make complete including M.S. oxidised casement fastercer (125 mm length weighting not less than 240 gms) and box type hinges 65 mm length 2.5 mm thick galvnised pinof 6 mm dia and aplying a priming coat of approved steel primer. S.I. No. 502 |
| 375 | Providing and fixing panes of glass with Atul or equivalent I.S.I. marked quality putty. Brads and springs complete including cost of material & labpour etc. (3.8 to 4.7 mm thick) S.I.No. 812 b |
| 376 | Supply and fixing mosquito proof jali having 5 mesh in cach cm. made of 24 B.W.G. wire of heavy quality and including cost of 25x5mm flat iron around the jali etc. complete. S.I.No 456 |
| 377 | Fixing of steel or wood door and window Chaukhat frame in position complet.As per N.S.No.3 S.I.No.9 Chapter 10 SOR GorakhpurDoor window chaukhat above 1.50 Nos. |
| 378 | Fixing of steel or wood door and window Chaukhat frame in position complet.As per N.S.No.3 S.I.No.9 Chapter 10 SOR Gorakhpur Window chaukhat up to 1.50 Nos. |
| 379 | Fixing of steel or wood door and window Chaukhat frame in position complet.As per N.S.No.3 S.I.No.9 Chapter 10 SOR Gorakhpur Ventilater Chaukhat |
| 380 | 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. 30mm thick (Non - decorative) D.S.R. - 9.21.2*.865 |
| 381 | Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive. D.S.R. 9.125*0865 |
| 382 | 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 flats 30x6mm for diagonal braces and central cross piece D.S.R. 10.5.2*.865 |
| 383 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm D.S.R. 9.62.2*.865 |
| 384 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 250x10 mm D.S.R. 9.63.1*.865 |
| 385 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm D.S.R. 9.66.1*.865 |
| 386 | 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. (Twin rubber stopper) D.S.R. No. 9.101.2*.865 |
| 387 | 12 mm thick plaster with cement mortar in the proportion of 1:4 Cement and coarse sand motar on brick work.inner side 30cm below plinth and outer side 15cm below ground level from plinth including supply of all material labour and tools and plants.etc. required for proper Complition of work. As per S.I.No.584 |
| 388 | 12 mm thick plaster with cement mortar inproportion of 1:4 cement and sand of 1.25 F.Rm over brick work minium thickness not be less than 10 mm including supply of all materials,labour and T&P etc.required for proper, comletion of work.As per S.I.No.584 +596 |
| 389 | 12 mm thick plaster with cement mortar in the proportion of 1:6 Cement and coarse sand motar on brick work.inner side 30cm below plinth and outer side 15cm below ground level from plinth including supply of all material labour and tools and plants.etc. required for proper Complition of work. As per S.I.No.586 |
| 390 | 12 mm thick plaster with cement mortar inproportion of 1:6 cement and sand of 1.25 F.M. over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc.required for proper, comletion of work.As per S.I.No. 586+596 |
| 391 | Making groovis 10 to 12m wide & 8mm deep in plaster of the wall or in ceiling vertically or horizontally as required. (S.I. 598) |
| 392 | Laying of 25 mm thick kota stone of size 45x45cm and above florring over previously prepared base with 2cm thick 1:3 cement and sand mortar including filling of joints with cement mixed with pigment required for matching the shade of floor as per direction of E/I including cutting polishing with wax polish including supply of all material T&P etc required for proper completion of the work. CPWD New Item Chapter Flooring |
| 393 | R.C.C. work with cement approved coarse sand and 2cm gauge dala stone grit in the propertion 1:1.5:3 in this shelves up to 40 mm thick including bending and fixing of reinforcement in position casting. Cutting of wall, fixing of Shelves in position as per design, marking good the wall and repairing the edges of shelves to the satisfaction of Engineer-in charge including cost of all materila but excluding cost of reinforcement (thickness up to 4cm) .As per S.I.No.282 |
| 394 | 2.50cm thick 1:2:4 cement conc. Floor with cemnet, approved coarse and 2 cm. Graded approvedstone balast laid in planels finished with 3 mmfloating coat of neat cement or cement and marble dust in ratio of 5:1 as specific over and iremoving any overlapping mortar at the joints of the panels if any giving them of all materials, labours, T& P etc. required for proper completion of the work.S.I. 601(A) |
| 395 | Providing and fixing glass strips 3mm thick in joints ofpanels of floor at the time of laying floor flush to the finish level of floor including supply of material ,labour and tile AS per S.I. No. 631 a (25mm) |
| 396 | Supply and fixing of 6mm thick china white glazed tiles (ceramic tiles) in flooring/ skirting/dado with 1:3 cement and approved coarse sand mortor joints finished with white cement etc. As per S.I.No.628 |
| 397 | Apply priming coat over new steel and other metal surface after and including preparing the surface throughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes, fine steel/wood scrappers sand papering and knotting including cost of all materials, labour and T&P etc. required for proper completion of the work. S.I.No-1 Chapter 15 New Item |
| 398 | but over new wood work and on platered surface S.I.No-1b Chapter 15 New Item |
| 399 | Painting first coat over priming coat (but excluding cost of priming cost) on wood or steel and other metal surface with superior synthetic enamel standard make brusing to give an even shade and finish and including cleaning the surface of all dirt dust and other foreign matter and papering and stripping including cost of all material, labour, T&P etc. required for the proper completion of the work. but for every subsequent coat after first coat on wood or steel surface with paint of (iii) Superior quality.S.I.No-2+4(III) Chapter 15 New Item |
| 400 | Finishing walls with water proof cement paint of approved meke and quality on new work eith 2 coat give an even shade including supply of all materials level & tools and plants etc. required for proper completion of the work. Snowcem 2 Coat painting. S.I. 660+ 661 |
| 401 | Oneprimary coat of cementprimer paint and 2 coats of oil distemper of approved brand and manufacture to give an even shade including supply of materials labour and T&P etc. required for proper completion of work. As per s.i.no. (649+650) |
| 402 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platfoRms, vanity counters, window sills , facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels. D.S.R. 8.2.1.2*.865 |
| 403 | Making khurras 45x45 cm with average minimum thickness of 5cm 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. D.S.R. 12.22*.865 |
| 404 | 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, D.S.R. 12.41.2*.865 |
| 405 | 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. D.S.R. 12.42.2.2*.865 Single push fit Coupter 110mm |
| 406 | 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. D.S.R. 12.42.2.2*.865 Bend 87.50 110 mm bend. D.S.R. 12.42.5.2*.865 |
| 407 | 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. D.S.R. 12.42.2.2*.865 Shoe plain 110 mm D.S.R. 12.42.6.2 *.865 |
| 408 | 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. D.S.R. 12.43.2*.865 |
| 409 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. D.S.R. 12.44*.865 |
| 410 | Brick edging 70mm wide 115mm deep to plinth apron protection with bricks of class desigrration 75 including grouting with cement mortar in 1:4 cement and coarse sand complete. As per D.S.R. No. 6.44*.865 |
| 411 | Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : 25 mm dia (heavy type) D.S.R. 9.47.2*.865 |
| 412 | Providing and laying cement based water proofing treatment 10mm (average) thickness \"Birck Coba\" including preparation of surface as required for treatment of roofs balconies and terraces etc. consisting of following operation: Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound confirming to IS: 2645 and approved by Engineer-in-charge over R.C.C. slab including adjoining walls upto 300mm height and cleaning the surface before treatment. terrace so finished shall be flooded with water for a minimum period of two weeks for curing and so for final test. all above operation to be done in above order and as directed and specified by the engineer incharge. with average thickness of 120mm and mininim thickness at khurra as 65 mm .Note. it is suggested that this method should be adopted after insuring the structural safety the structure.As per NEW item |
| 413 | Cement Concrete with 2cm gauge approved stone grit, approved coarse sand and cement in the proportion of 4:2:1 in hold fast black including supply of all materials, labour and tools and plants etc. required for proper Completion of work. As per S.I.No. 279(i) |
| 414 | Sanitary & Water Supply Works - Type IstSANITARY FIXTURES Providing & fixing white vitereous china water closet squatting pan ISI marked (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10/12.5 litrsPVC low level flushing cistern with fittings & brackets 40mm dia C.P. flush pipe with fitting & clamps, 20mm over flow pipe with specials and mosquito proof coupling of approved municipal design, painting wherever required including cutting & making good the walls & floors where required. a)Orissa Pattern W.C. pan of size580x 440mwith integral type foot rests flush pipe and over flow arrangement. |
| 415 | Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. a) Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. |
| 416 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 32 mm dia (for wash basin) |
| 417 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 40 mm dia (for wash basin) |
| 418 | Providing and fixing soil, waste and vent pipes :75 mm dia |
| 419 | SOIL WASTE & VENT PIPES AND FITTINGS Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. b) 75mm |
| 420 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 75 mm outlet |
| 421 | WATER SUPPLY PIPES AND FITTINGS Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : |
| 422 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.b) 20 mm dia nominal bore |
| 423 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions.a) 15mm nominal bore |
| 424 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.Capacity 500 Litre |
| 425 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mmdiameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 426 | Constructing septic tank with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) in foundation/base, baffle walls in half brick masonary in 1:4 (1 cement : 4 coarse sand) R.C.C. slab 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregae 20mm nominal size) 12mm thick cement plaster 1:4 (1 cement : 4 fine sand) inside finished with a floating coat of neat cement. The rate includes all necessary excavation in all kind of soils, refilling and disposal of surplus earth with in the site or away from site as directed with out any extra cost including centering, shuttring etc. complete with required nos. heavy duty S.F.R.C. type MH/IC covers and frames, vent pipe and all other assessories as per the drawing. (Details Attached) 20 User |
| 427 | Internal Electrification Type IstInternal WiringWiring PointsWiring points for light with 1.5 sqmm.FR PVC insulated multistrand copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, Complete with & SWG GIearth continuity wire and piano type switch etc. complete in all respects. |
| 428 | Same as item No.(1) but for two way light points |
| 429 | Same as item No.(1) but for fan and light duty exhaust fan. |
| 430 | Same as item No.(1) but for 5 amp plug point with piano type switch and socket etc. |
| 431 | As in item no. 1307 (B) but in 20 mm dia heavy duty (2 mm thick) PVC conduit with I nos. 1.5 sq. mm. FR PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit complete in all respect. |
| 432 | Supply and fixing of power plug with 15A/250 V flush type switch and 3 pin 15A/250 V flush type socket in suitable M.S. box of 175x100x50 mm size Switch bakellite sheet cover 3 mm thick fixed with brass machine screws and cup washer. |
| 433 | Mains & SubmainsSupply and wiring of submain 2 number 4 sqmm. FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 20 mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FR PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. As in item 221 (B) but in 20 mm dia (2mmthick) PVC conduit with one no. 2.5 sq. mm for PVC insulated multisrand copper conductor cable as earth wire drawn inside the conduit Make- Anchor/havels |
| 434 | Supply and wiring of submain 2 no. 6 sqmm. FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 25mm dia PVC conduit party concealed in wall partly laid in slab along with one number 4.0 sqmm FR PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. |
| 435 | Distribution Boards & Ciruit BreakersSupply and fixing of flush/surface mounting distribution boards complete in all respects.(b) 6 Way TPN 6 Ways |
| 436 | Supply and fixing of 6/10/16/20/25/32 amp. SP MCB (10 KA) Make- MDS/ABB |
| 437 | Supply and fixing of 63 amp 4 Pole MCB (10 K.A.) Make -MDS/ABB |
| 438 | Same as P.S. 1030 but with 20 Amp. 2 pin and earth metal clad scraping earth plug and socket complete in all respect. |
| 439 | Supply & fixing of surface / flush mounting 4 ways SPN DB Box Same as PS 1038 (A) but 12 ways. Cat B |
| 440 | EarthingSupply and buryingof 600 x 600 x 6.0 mm G.I. plate vertically for earthing with its top at least 3 meters below ground level complete with 20 mm dia G.I. pipe and funnel for watering and one earting lead of two no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30 cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and slat at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respect. |
| 441 | Supplying & Fixing of two numbers 8 S.W.G. G.I. wire for earthing purpose as required complete in all respects. |
| 442 | CableSupply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size.25 sqmm 3.5 core |
| 443 | LuminairsSupply & fixing of factory wired HPF box type, flourescent tube light fitting suitable for following fluorescent tubeetc. complete as required. Category AA (seg) |
| 444 | MiscellaneousS/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. |
| 445 | Electronic ItemsSupply and fixing of electronic fan regulartor 120-280 V. ISI marked. On the existing switch board including making connections. Required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work. |
| 446 | Non Scheduled Items (As per Market Rate)Supply and erection of AC 1400mm Sweep, 230/250 Volts, 50Hz Ceiling fan with regulater standar down rod, blades including connection etc. complete required |
| 447 | ANALYSIS RATE FOR 3.0M WIDE P.C.C. ROAD Prepration of subgrade by excavating earth to anaverage of 22.5 cmdepth dressing to and consolidating with road roller including making goodthe undulation etc.and disposal of surplus earth lead up to50 m . (D.S.R. 16.1*.865) |
| 448 | Providing and layingin cement concrete 1:4:8 (1 cement: 4 fine sand : 8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors.(PWD-281) |
| 449 | P/Lincementconcrete1: 2: 4 (1cement: 2 coarse sand: 4 gradedstone grit 20mm nominalsizeandcuring complete including cost of form work for fixing of hold fasts including of supply of all materials labour T&P etc.required for propercompletion of work. Strength should not be less than M-200. (PWD-279(I) |
| 450 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. DSR- 16.46.1*.865 Using grade \"A\" sealing compound. |
| 451 | B/w in Toe wall (1cement :6 fine sand) (PWD-303) |
| 452 | Plaster in Toe wall (1cement :6 fine sand) (P.W.D.-586) |
| 453 | Irrigation Drain (250x300mm)Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251 |
| 454 | Concrete with 40mm gauge Stone ballast, fine sand in 8:4:1 in foundation including supply of all materials labour and tools and plants etc. required for proper completion of work. As per S.I. No. 281 |
| 455 | M-150 brick work in 1:4 cement and C/sand mortar in foundation and plinth including supply of all materials, labour and Tools and Plants etc. required for proper completion of work. S.I.No. 305 |
| 456 | Cement concrete with 20mm gauge approved stone aggregate approved coarse sand and cement in the proportion of 4:2:1 in hold fast including supply of all materials, labour and tools and plants etc. required for proper completion of work. As per s.i.no. 279A |
| 457 | 12 mm thick plaster with cement mortar consisting of 1 part cement and 3 part approved coarse sand minimum thickness not to be less then 10mm including supply of all materials, labour and tools and plants etc. required for proper completion of work. top & roofAs per S.I.no. 583A |
| 458 | 40 mm thick with 20 mm nominal size stone aggregate Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. D.S.R. 11.3.1*.865 |
| 459 | Cast cement concrete as in door sills, chaukhat boundary post as similar precast unit with cement, chopan coarse sand and 20, gauge dala sonte grit in the proportion of 1:2:4 excluding supply of reinforcement and its bending but including its. As per S.I.No. 282 |
| 460 | Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including wastage bend, hooks and authorised over lapping shall be measured. As per s.i.no. 504 |
| 461 | Main Gate & R.C.C. ColumnExcavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251 |
| 462 | Cement concrete with 4cm gauge stone ballast, approved course sandand cement in proportion 8:4:1 in foundations and under floors including supply of all materials labour and tools and plants etc. required for proper completion of the work. S.I.No. 281 |
| 463 | R.C.C.Work with cement approved coarse sand and 2cm gauge stone girt in the propotion of 1:1.5:3 (M-20) in raft foundation and Column Footing same with 24 B.W.G.G.I. banding wire and including necessary centering and shuttring etc.& also including supply of all materilas,labour and T&P etc. required for proper completion of work.As per S.I.No.287 |
| 464 | R.C.C. Work with cement approved coarse sand and 20 mm gauge (nomianl size) dalla stone aggregate in the proporation of1:1.5:3M-20 in R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B W.G.G.I. binding wire and as required supply of all materials, labour centering and shuttering and removal of the same after completion of work. As per s.i.no. 289 |
| 465 | R.C.C. Work with cement approved coarse sand and 20 mm gauge (nomianl size) dalla stone aggregate in the proporation of1:1.5:3M-20 in R.C.C. Beam of Ground Level excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B W.G.G.I. binding wire and as required supply of all materials, labour centering and shuttering and removal of the same after completion of work. As per s.i.no. 285 |
| 466 | Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including wastage bend, hooks and authorised over lapping shall be measured. As per s.i.no. 504 |
| 467 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. D.S.R. 13.80*0.865 |
| 468 | 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): SOR New Item 13.46.1 *.865 |
| 469 | Mild steel or iron work in heavy sizes such as trusses, built up gates, record racks, roof work, gates etc. wrought to required form, including drilling holes riverting or welding where necessary & their fixing, required for proper completion of the work. As per s.i.no. 503 |
| 470 | Apply priming coat over new steel and other metal surface after and including preparing the surface throughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes, fine steel/wood scrappers sand papering and knotting including cost of all materials, labour and T&P etc. required for proper completion of the work. S.I.No-1 Chapter 15 New Item |
| 471 | Painting Two coat over priming coat (but excluding cost of priming cost) on wood or steel and other metal surface with superior synthetic enamel standard make brusing to give an even shade and finish and including cleaning the surface of all dirt dust and other foreign matter and papering and stripping including cost of all material, labour, T&P etc. required for the proper completion of the work. but for every subsequent coat after first coat on wood or steel surface with paint of (iii) Superior quality.S.I.No-2+4(III) Chapter 15 New Item |
| 472 | Construction of Boring & Submersible Pump 2.00 H.P.Labour ChargeCartage of Boring Set |
| 473 | L/c for Boring 250 mm dia with all labour T&P |
| 474 | Lowering of 150 mm dia . P.V.C. pipe |
| 475 | L/c for Lowering & fitting of submersible pump |
| 476 | L/c for filling P. Gravel |
| 477 | Material ChargeS/O 150mm P.V.C. Pipe plain & slotted |
| 478 | S/O 2.00 H.P. Submersible Pump |
| 479 | S/O 40 mm dia G.I. Pipe |
| 480 | S/O P. Gravel |
| 481 | S/O startor with pannel |
| 482 | S/O Submersible cable 3 core |
| 483 | Type III Bulding Terrace Floor M-150 class brick work in 1:4 and C/sand mortar in super structure including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is one brick (230 mm) 305+309+310 |
| 484 | M-150 class brick work in 1:4 and C/sand mortar in super structure including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is half brick (115 mm) 305+309+310 |
| 485 | 12 mm thick plaster with cement mortar inproportion of 1:4 cement and C/sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 584A |
| 486 | 12 mm thick plaster with cement mortar inproportion of 1:4 cement and C/sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 584A+596 |
| 487 | R.C.C. work with cement approved coarse sand and 20 mm gauge approved stone ballast in the proportion 1:1.5:3 in Lintel, inclusing supply of reinforcement and its buinding the same with 24 B.W.G.G.I. binding wire and including necessary centage and suttering etc. and also including supply of all meterial required for proper completion of work. RCC of lintel (S.I. No. - 285) |
| 488 | R.C.C. work cementapproved coarse sand and 2cm gauge Data stone girt in the propertion of 1:1.5:3 in slab, excluding its fixing and binding the same with 24B W.G.G.I binding wire and including necessary centering and shuttering etc. and also including and S/o all materials required for proper completion of the work.R.C.C. of slab (S.I. No. 284 A) |
| 489 | Providing and fixing 1 mm thick M.S. Sheet garrage door with frame of 40x40x6 mm (11/2x11/2x1/4\") angle iron, 3.15 mm 1/8\" thick M.S. gusset plates at the junctions and corners, including supply and fixing of necessary fittings. Lock rail of 37.5cm length of oxidised iron and including pintels, hooks at the top and applying a priming coat of red lead paint on all sides complete. S.I.No. 517B |
| 490 | Mild Steel or Iron in plain work such as in reinforced concrete or reinforced brick work (when not including overall rates) wrought to required shape as necessary including dending for proper completion of the work and includingsupply of steel its wastage. Bend hooks and authorized overlaping shall be measured. (S.I. 504) |
| 491 | Finising walls with water proof cement paint of approved make and on new work with 2 coat to give an even shade including supply of all materials labour and tools and plants etc. required for proper completon of the work.but for each coat of water proofing cement after the first 2 coats to given and even shade. (S.I. No. 660 + 661) |
| 492 | One priming coat ofcement primer and twocoat oil distemper on new work including supply of all materials, labour and tools andplants etc. required for proper completion of the work.(S.I. No. 649 + 650) |
| 493 | Painting two coat over priming coat (but excluding cost of priming cost) on wood or steel and other metal surface with superior synthetic enamel standard make brusing to give an even shade and finish and including cleaning the surface of all dirt dust and other foreign matter and papering and stripping including cost of all material, labour, T&P etc. required for the proper completion of the work. but for every subsequent coat after first coat on wood or steel surface with paint of (iii) Superior quality.S.I.No-2+4(III) Chapter 15 New Item |
| 494 | 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: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 |
| 495 | Part B (DSR Item)Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Making base with Birla putty (D.S.R. - 13.80)*.865 |
| 496 | Add Contigency 1% item no 88 to 495 |
| 497 | Add GST @18% item no 88 to 495 |
| 498 | Total |
AI Tender Summary
Tender Timeline
Feb 06, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 21, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 21, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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