Tender For Construction Of Govt Sr. Sec School At Bajwara, Distt: Hoshiarpur (Punjab)
Tender Value
22.81 Crore
Estimated cost
Bid Submission
30 Jul 2026
6 days left
EMD
45.63 Lakhs
Bank guarantee accepted
Document Fee
50000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hoshiarpur → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Govt Sr. Sec School At Bajwara, Distt: Hoshiarpur (Punjab)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Jul-2026 | EMD | Fee | 30-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | A. CIVIL WORK |
| 2 | Construction of Academic Block (G+3 Storey) in RCC Frame Structure as per Architect drawings & PWD Specifications having provision of foundation for G+4 Storey |
| 3 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres |
| 4 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth- 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm. |
| 5 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 6 | Sand filling under floor and in wells of bridge foundation including handling withing 100 metres |
| 7 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 8 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 9 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 10 | Beams |
| 11 | Columns (Rectangular & Square) |
| 12 | Lift Walls |
| 13 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 14 | Lintels |
| 15 | Total all Floor |
| 16 | Extra rate for First Floor |
| 17 | Extra rate for Second Floor |
| 18 | Extra rate for Third Floor |
| 19 | Extra rate for Fourth Floor |
| 20 | Shelves |
| 21 | Total all Floor |
| 22 | Extra rate for First Floor |
| 23 | Extra rate for Second Floor |
| 24 | Extra rate for Third Floor |
| 25 | Cement concrete 1:3:6 with stone ballast or shingle 40 mm guage. using concrete mixing volumetric type |
| 26 | Extra rate for Third Floor |
| 27 | Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted ) |
| 28 | Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC) |
| 29 | Extra rate for enhancement in pumping power, addition of pipe length, scaffolding for handling the pipe arrangement for pumping of concrete in subsequent storey above the below storey up to height of 4 meters or part there of up to the roof top level of that storey |
| 30 | Extra Rate for First Floor |
| 31 | Qty. same as Second Floor |
| 32 | Extra Rate for Third Floor |
| 33 | Extra Rate for Fourth Floor |
| 34 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 35 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 36 | Total qty for all floor |
| 37 | Extra rate for First Floor |
| 38 | Extra rate for Second Floor |
| 39 | Extra rate for Third Floor |
| 40 | Extra rate for Fourth Floor |
| 41 | Centring and shuttering for Columns ( Square or Rectangular or ply gonal in plain) |
| 42 | Total qty for all floor |
| 43 | Extra rate for First Floor |
| 44 | Extra rate for Second Floor |
| 45 | Extra rate for Third Floor |
| 46 | Extra rate for Fourth Floor |
| 47 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 48 | Total qty for all floor |
| 49 | Extra rate for First Floor |
| 50 | Extra rate for Second Floor |
| 51 | Extra rate for Third Floor |
| 52 | Extra rate for fourth Floor |
| 53 | Centring and shuttering for stair cases with sloping with soffits including risers and stringers. |
| 54 | Total qty for all floor |
| 55 | Extra rate for First Floor |
| 56 | Extra rate for Second Floor |
| 57 | Extra rate for Third Floor |
| 58 | Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or bartering including attached pillasters buttersses etc |
| 59 | Total qty for all floor |
| 60 | Extra rate for First Floor |
| 61 | Extra rate for Second Floor |
| 62 | Extra rate for Third Floor |
| 63 | Extra rate for Fourth Floor |
| 64 | Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufacture guidelines. |
| 65 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. |
| 66 | Total qty for all floor |
| 67 | Extra rate for First Floor |
| 68 | Extra rate for Second Floor |
| 69 | Extra rate for Third Floor |
| 70 | Extra rate for Fourth Floor |
| 71 | Extra rate for Fifth Floor |
| 72 | 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure. |
| 73 | Total Qty for all floor |
| 74 | Extra rate for First Floor |
| 75 | Extra rate for Second Floor |
| 76 | Extra rate for Third Floor |
| 77 | Extra rate for fifth Floor |
| 78 | 12.5mm thick cement plaster 1:5. |
| 79 | Total all floor |
| 80 | Extra rate for First Floor |
| 81 | Extra rate for Second Floor |
| 82 | Extra rate for Third Floor |
| 83 | Extra rate for Fourth Floor |
| 84 | 20 mm thick cement plaster 1:5 in two coats work. |
| 85 | Extra rate for First Floor |
| 86 | Extra rate for Second Floor |
| 87 | Extra rate for Third Floor |
| 88 | Extra rate for Fourth Floor |
| 89 | 12.5 mm thick cement plaster 1:4. |
| 90 | Extra rate for First Floor |
| 91 | Extra rate for Second Floor |
| 92 | Extra rate for Third Floor |
| 93 | Extra rate for Fourth Floor |
| 94 | Extra rate for Fifth Floor |
| 95 | 20 mm thick cement plaster 1:4. |
| 96 | Extra rate for First Floor |
| 97 | Extra rate for Second Floor |
| 98 | Extra rate for Third Floor |
| 99 | Extra rate for Fourth Floor |
| 100 | Extra rate for Fifth Floor |
| 101 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS ClampU-PVC pipes (working pressure 4kgf. / sqcm)pipe 110 mm dia. |
| 102 | Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 110 mm bend |
| 103 | Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 104 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 105 | Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3. |
| 106 | Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating |
| 107 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing |
| 108 | Total qty for all floor |
| 109 | Extra rate for Third Floor |
| 110 | Extra rate for fourth Floor |
| 111 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 112 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taken only from outside the premises laying in plinth in 15 cm layers including ramming, watering and consolidating including all leads. |
| 113 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres. |
| 114 | Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing of material |
| 115 | Total qty for all floor |
| 116 | Extra rate for First Floor |
| 117 | Extra rate for Second Floor |
| 118 | Extra rate for Third Floor |
| 119 | Extra rate for Fourth Floor |
| 120 | Marble stone flooring with 12-15 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Udaipur Green Marble Tiles of thickness 12mm to 15mmSlabs sizes above 0.50 sqm |
| 121 | Total Qty for all floor |
| 122 | Extra rate for First Floor |
| 123 | Extra rate for Second Floor |
| 124 | Extra rate for Third Floor |
| 125 | Extra rate for Fourth Floor |
| 126 | Marble work of thickness 12-15 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).Udaipur Green Marble Tiles of thickness 12mm to 15mmSlabs sizes above 0.50 Sqm |
| 127 | Total Qty for all floor |
| 128 | Extra rate for First Floor |
| 129 | Extra rate for second Floor |
| 130 | Extra rate for Third Floor |
| 131 | Extra rate for Fourth Floor |
| 132 | Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 133 | Extra rate for First Floor |
| 134 | Extra rate for Second Floor |
| 135 | Extra rate for Third Floor |
| 136 | Extra rate for Fourth Floor |
| 137 | Kotah stone tile 20mm thick in skirting, riser of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 Cement and 3 Sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing |
| 138 | Extra rate for First Floor |
| 139 | Extra rate for Second Floor |
| 140 | Extra rate for Third Floor |
| 141 | Extra rate for Fourth Floor |
| 142 | Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge. |
| 143 | Extra labour for projected nosing of stair case of any shape and design. |
| 144 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps.. |
| 145 | Total All Floor :- |
| 146 | Extra rate for First Floor |
| 147 | Extra rate for Second Floor |
| 148 | Extra rate for Third Floor |
| 149 | Extra rate for Fourth Floor |
| 150 | Providing and fixing Morwad Marble Strip 12mm to 15mm thick and 100 mm wide in kotah stone flooring over 12.50mm thickness base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivalent to the kota stone thickness andcolouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects.respects. |
| 151 | Providing and laying vitrified floor tiles indifferent sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s 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 fine sand), complete. ( Full body vitrified tiles havepigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.)Size 600x600 mm |
| 152 | Total Qty for all floor |
| 153 | Extra rate for First Floor |
| 154 | Extra rate for Second Floor |
| 155 | Extra rate for Third Floor |
| 156 | Grouting the joints of flooring tiles having joints of 3 mm width, using 2mm to 3 mm gap using spacers and later this gap to be filled with cement based grout ) with Cement base grout and matching pigments etc., complete, including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size 600x600 mm. |
| 157 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In-Charge. (Glazing and paneling to be paid for separately) : |
| 158 | For fixed portion & Chaukhat |
| 159 | For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required |
| 160 | Providing & fixing ACP Sheets of various thickness High Class ISI marked complete in all respect as per the directions of Engineer-in-charge.4mm thick ACP Sheet |
| 161 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item) |
| 162 | With float glass panes of 5.5 mm thickness. |
| 163 | Providing Polyster Powder coating 50 micron any coloured specrified to aluminium section of various sizes including carrriage of material from marktet to workshop |
| 164 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminum doors including necessary cutting and making good etc. complete. |
| 165 | Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. |
| 166 | Door and window frame of size 113mmx60mmxwith 35mm wide single rebate |
| 167 | Supply & Fixing of Window frames (Chowkhats) including mullions consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of PVC & metal hold fastner with PVC cap complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge. |
| 168 | Windows Outer frame of size 72mm x55mm and central mullion 72 mm x 50mm with Double rebate. |
| 169 | Supply & Fixing of Window shutter consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of screws, complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge. |
| 170 | Glazed Windows shutter Section 47mm x 20mm (Without Glass) |
| 171 | Wire Mesh Windows shutter Section 40mm X 20mm with S.S wire mesh 32 gauge flymesh with 144 holes per square inch |
| 172 | Providing & fixing fixed beeding 12mm X 12mm for fixed glass with Eco fixed gasket (EPDM) |
| 173 | Providing and fixing glazing in door, window, ventilator shutters and partitions etc, complete as per the architectural drawings and the directions of engineer-in-Charge (Cost of gasket/beading shall be paid as per respective item) |
| 174 | Float glass panes of 5mm thickness |
| 175 | Providing & fixing 16 guage stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainles steel pipe, Balusters of 40mm dia stainless steel pipe complete in all respects. |
| 176 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 177 | Factory manufactured solid flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : IS 2202-1) (1999)Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick |
| 178 | Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (including cost of glass) Rectangular or square |
| 179 | Providing and fixing aluminium sliding door bolts ISI marked anodized (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 : |
| 180 | 300mm x 16mm |
| 181 | 250mm x 16mm |
| 182 | Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete |
| 183 | I.S.I Designation No. III (size of door 851mm to 1000mm) |
| 184 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece MS sheet outer box with slide plate and with stainless steel cover plate etc. complete as per the direction of Engineer-in-charge. |
| 185 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm |
| 186 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm ( GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns(minimum), including factory painted after bending.) in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all Tsections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. |
| 187 | Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. |
| 188 | 12 mm thick micro tegular edged semi perforated GFRG (Glass Fibre Reinforced Gypsum) false celing tiles of Size 595x595 mm |
| 189 | Providing and Laying Tactile Flooring full body vitrified , low water absorption below 5%, having excellent slip resistance , very dense, durable and abrasion resistant, solid through colour, fade proof, highly chemical and stain resistance unglazed finish porcelain tile of size 300mm x 300mm x 10mm + 5mm thick, approved profile design, Tec-button/Tec-liner laid in ordinary grey cement and on 20mm thick bed of cement mortar 1:3 filling neat cement slurry between joints with White Cement containing pigment to match the shade complete in all respect. (Tile design and pattern will be as per guidelines issued for persons with disability) |
| 190 | Total all Floor |
| 191 | Extra rate for First Floor |
| 192 | Extra rate for Second Floor |
| 193 | Extra rate for Third Floor |
| 194 | Providing and Fixing writing Boards made of Ply Board with sunmica finishing partly white partly green, Aluminium frame, Back side PVC water proof sheet duly fixed at site complete as per drawing & entire satisfaction of Engineer-in-Charge. |
| 195 | Providing & Installation of Lab Tabel in Chemistary / Physics Lab Size of Table 13.50x3'-0\\" complete as per architect drawing |
| 196 | Providing & Installation of Lab Demo Tabel in Chemistary / Zology / Botony Lab. Size of DomonstiationTable 5.50*2.25 complete as per architect drawing |
| 197 | Providing & Installation of Lab Demo Table In Physics Lab, Bio Lab, Hime Science Lab Size of Demonstiation Table 5.25 x 2.25 Complete as per Architect |
| 198 | Providing & Installation of Table along wall in Chemistary/Biology / Physics 2'-6\\" wide & 2'-6\\" high complete as per architect drawing |
| 199 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 200 | Total Qty for All Floor |
| 201 | Extra rate for First Floor |
| 202 | Extra rate for Second Floor |
| 203 | Extra rate for Third Floor |
| 204 | Extra rate for Fourth Floor |
| 205 | Extra rate for using steel produced in integrated plant from original ores complete in all respect as per the directions of Engineer-in-charge. |
| 206 | Steel work in built up tubular (round, square or rectangular hollow tubes etc. ISI Marked) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete having span:- |
| 207 | Above 15.00 mt. Span including the cost for machinery i.e. Hydra cranes etc. for hoisting in position. |
| 208 | Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.50 mm (+ 0.05 %) thick |
| 209 | Providing and fixing Gutter 250mm wide with PPGL 0.50 thick (TCT) manufactured from zinc / aluminium alloy coated high tensile steel, having minimum yield strength of 550 MPa of approved colour fixed by means of self-drilling screws limped washers as per the manufactures guidelines complete in all respect and to the entire satisfaction of engineer in charge. |
| 210 | Ridges and valleys 45 cm overall, in plain G.I. Sheet 0.80mm fixed with galvanzed iron J. and L. hooks 10mm diameter, G.I. Limpet and bitumen washers complete |
| 211 | Providing and fixing factory made lSI marked uninsulated metal fire rated doorset assembly for all non egress appllication areas like shafts etc consisting of galvanized iron steel frame and double leaf shutter, including necessary hardware accessories conforming to FD 12O UD classification of lS 3614 :2021 with fire rating of 120 minutes integrity. The door frame and shutter shall be made out of minimum 1.20 mm thick Gl Sheet with minimum 120 GSM Zinc coating as per lS: 277. The entire fire rated doorset assembly shall be tested in unlatched condition as per lS 17518 (Pat-1) : 2022Frame:The frame shall be of minimum size 90 x 60 mm with grooved profile to lake appropriate fire rated smoke seal, having mitred cut joints (self tab/screwed assembled at site) and provided with appropriate reinforcement suitable for taking hardware and flush Fixing as per lS:4351. The smoke seal material shall be of EPDM in accordance with / ASTM E-84 of minimum size 10 mm x 4 mm, fixed within the inbuilt groove or stuck with adhesive on the entire perimeter of the frame. The door frame shall be fixed in all four sides to masonry wall opening with CSK/Hex headed fastener of minimum 8 mm dia size and minimum 80 mm long with 8mm dia polyamide sleeves @ 4 numbers at each on vertical sides (up to 21OO mm height) and 2 numbers each on top and bottom sides.Door shutter:The double skin double leaf door shutter shall be consisting of minimum 46 mm thick and having box like struclure, slots cut and holes punched, for fixing hardwares with stiffners as per lS: 16074 including resin bonded honey comb paper core infill material of density 5 kg/cum. lntegral astragals to be provided on meeting styles of double leaf door, each on active and inactive leaf.The door shutters shall be mounted on the frame with SS 304 grade ball bearing butt hinges as per EN 1935:2002 or butt hinges as per lS 12817 both, of minimum size 1OOx75x3 mm @ minimum 4 numbers hinges per door leaf upto 2100 mm / 2400 mm height or as per test evidence, which ever is more, fixed with M6 25 screws. All doors shall be factory prepared for receiving appropriate hardware and provided with necessary reinforcement for hardware accessories. |
| 212 | Accessories Hardware:Fire doorset shall be provided with one number fire rated SS304 grade shaft mortise dead lock, one number 50 mm to 80 mm Back Set with minimum 20mm Square forend with allen key including SS304 dead strike plate conforming to lS 16015/2022 /EN 12209. Two numbers recessed flush pull handle (SS 304) of minimum size 40 mm x 120 mm. One number 300 mm long concealed lever action flush bolt (Dye-Cast Stainless Steel Finish) at bottom with SS dust proof socket and one number minimum 300 mm long concealed flush bolt (Dye-Cast Stainless Steel Finish) at top of inactive leaf of double door, as approved by the Engineer-in-charge.Finishing:Both frame and door shutters shall be factory finished with polyester powder coating of minimum 50 microns thick and shall have passed salt spray test as per lS: 13871 of approved colour and shade all complete as per manufacturer’s specifications and as per direction of the Engineer-in-charge.lnstallation:The hollow space in the door frame shall be filled / injected with lire rated self extinguishing type polyurethane foam (PUF) after installation at site of work. Rate shall include for complete fire rated door assembly supply and installataon by the approoved manufacturer. |
| 213 | Double leaf un-insulated fire rated door of FD 120 UD classification with 120 minutes integrity only as per lS 3614:2021 for non egress application area like shafts etc. |
| 214 | Providing and fixing factory made ISI marked un-insulated metal fire rated doorset assembly for all egress applications areas like utility rooms and service areas consisting of galvanized iron steel frame and double leaf shutter including necessary hardware accessories, conforming to FD 120 UD classification of IS 3614:2021 with fire rating of 120 minutes integrity. The door frame and shutter shall be made out of minimum 1.20 mm thick GI Sheet with minimum 120 GSM Zinc coating as per IS: 277. The entire fire rated doorset assembly shall be tested in unlatched condition as per IS 17518 (Part- 1): 2022Frame:The frame shall be of minimum size 90 x 60 mm with grooved profile to take appropriate fire rated smoke seal, having mitred cut joints (self tab/screwed assembled at site) and provided with appropriate reinforcement suitable for taking hardware and flush fixing as per IS: 4351. The smoke seal material shall be of EPDM tested in accordance with ASTM E- 84 of minimum size 10×4 mm, fixed within the inbuilt groove or stuck with adhesive on the entire perimeter of the frame. The door frame shall be fixed in all three sides to masonry wall opening with CSK/Hex headed fasteners of minimum 8 mm dia size and minimum 80 mm long with 8mm dia polyamide sleeves @ 5 numbers at each on vertical side and 3 numbers on top side.Door shutter: The double skin double leaf door shutter shall be consisting of minimum 46 mm thick and having box like structure, slots cut and holes punched for fixing of hardware with stiffener as per IS 16074 including Resin bonded honey comb paper core infill material of density 5 kg/cum. Each door leaf shall be provided with vision panel, having maximum area of 0.12 sqm, of 120 minute fire rated minimum 6 mm thick clear borosilicate glass pane fixed with clip-on arrangement and fire rated ceramic tape having minimum size 13x2mm to be fixed all around the glass on both the sides. Integral astragals to be provided for double leaf doors on the meeting style each on both active and inactive leaf. The door shutters shall be mounted on the frame with SS 304 grade ball bearing butt hinges as per EN 1935: 2002 or butt hinges as per IS 12817 both, of minimum size 100x75x3 mm @ 5 numbers hinges per door leaf upto 2400 mm height or as per test evidence, which ever is more, fixed with M6 25 screws. All doors shall be factory prepared for receiving appropriate hardware and provided with necessary reinforcement for hardware accessories. |
| 215 | Hardware Accessories:Fire doorset shall provided with one number fire rated SS 304 grade Mortise dead lock, 50-80 mm Back Set, minimum 20 mm Square forend with allen key Escutcheon of Stainless Steel, and 65/70 mm cylinder with both side key conforming to IS: 16015:2022/EN12209, two pair of D type Pull handle of SS 304 grade of minimum 22 mm dia Centre to centre distance of 300 mm back to back fixing with spindle, one number 300 mm long Concealed lever action flush bolt (Dye-Cast Stainless Steel Finish) at bottom with SS dust proof socket and one number 600 mm long Concealed lever action flush bolt (Dye-Cast Stainless Steel Finish) on top of inactive leaf of double door. Two number fire rated surface mounted heavy duty door closer of size EN 3-5 with standard arm, of desired finish conforming to IS 3564/EN 1154..Finishing:Both frame and door shutters shall be factory finished with polyester powder coating of minimum 50 microns thick and shall have passed salt spray test as per IS:13871 of approved colour and shade all complete as per manufacturer’s specifications and as per direction of the Engineer-in-charge.Installation:The hollow space in the door frame shall be filled / injected with fire rated self extinguishing type polyurethane foam (PUF) after installation at site of work. The rate shall be inclusive of complete fire rated door assembly, supply and installation by the approved manufacturer. |
| 216 | Double leaf un-insulated metal fire rated doorset of FD 120 UD classification with 120 minutes integrity only as per IS 3614:2021-For egress application like utility room and service area etc. |
| 217 | Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge. |
| 218 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 219 | Providing and Fixing of Copper Sheet 16 Gauge 350mm wide on expansion joint including covering with C. Concrete complete in all respect as per specifications. |
| 220 | Preformed fillers for expansion joints in concrete pavement and structures (non-extruding and resilient type) part-3 Polymer Based (CED 13: building construction practices including painting, varnishing and allied finishing) complete as per IS 1838-3 (2011): |
| 221 | Providing and fixing covering 200mm wide Aluminium Sheet 14 Gauge with gatties and screw on vertical expansion joints one side fixed and one side fixed with slotted holes to allow movement complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge. |
| 222 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 223 | Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats) |
| 224 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade |
| 225 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 226 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. |
| 227 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. |
| 228 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 229 | Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 230 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 231 | Construction of Plinth protection complete as per drawing. |
| 232 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 233 | Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type |
| 234 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 235 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 236 | Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 237 | 12.5 mm thick cement plaster 1:5 complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge. |
| 238 | Construction of Ramp Block (G+2+Roof Storey) in RCC Frame Structure as per Architect drawings & PWD Specifications having provision of foundation for G+4 Storey |
| 239 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres |
| 240 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth- 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm. |
| 241 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 242 | Sand filling under floor and in wells of bridge foundation including handling withing 100 metres |
| 243 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 244 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 245 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 246 | Beams |
| 247 | Columns (Rectangular & Square) |
| 248 | Cement concrete 1:3:6 with stone ballast or shingle 40 mm guage. using concrete mixing volumetric type |
| 249 | Fourth Floor (Dummy Column) |
| 250 | Extra rate for Third Floor |
| 251 | Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted ) |
| 252 | Qty. same as RCC in Columns of all Floors |
| 253 | Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC) |
| 254 | Extra rate for enhancement in pumping power, addition of pipe length, scaffolding for handling the pipe arrangement for pumping of concrete in subsequent storey above the below storey up to height of 4 meters or part there of up to the roof top level of that storey |
| 255 | Extra Rate for First Floor |
| 256 | Qty. same as Second Floor |
| 257 | Extra Rate for Third Floor |
| 258 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 259 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 260 | Total qty for all floor |
| 261 | Extra rate for First Floor |
| 262 | Extra rate for Second Floor |
| 263 | Extra rate for Third Floor |
| 264 | Centring and shuttering for Columns ( Square or Rectangular or ply gonal in plain) |
| 265 | Total qty for all floor |
| 266 | Extra rate for First Floor |
| 267 | Extra rate for Second Floor |
| 268 | Extra rate for Third Floor |
| 269 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 270 | Total qty for all floor |
| 271 | Extra rate for First Floor |
| 272 | Extra rate for Second Floor |
| 273 | Extra rate for Third Floor |
| 274 | Centring and shuttering for stair cases with sloping with soffits including risers and stringers. |
| 275 | Total qty for all floor |
| 276 | Extra rate for First Floor |
| 277 | Extra rate for Second Floor |
| 278 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. |
| 279 | Total qty for all floor |
| 280 | Extra rate for First Floor |
| 281 | Extra rate for Second Floor |
| 282 | Extra rate for Third Floor |
| 283 | Extra rate for Fourth Floor |
| 284 | 12.5mm thick cement plaster 1:5. |
| 285 | Total all floor |
| 286 | Extra rate for First Floor |
| 287 | Extra rate for Second Floor |
| 288 | 20 mm thick cement plaster 1:5 in two coats work. |
| 289 | Extra rate for First Floor |
| 290 | Extra rate for Second Floor |
| 291 | 12.5 mm thick cement plaster 1:4. |
| 292 | Extra rate for First Floor |
| 293 | Extra rate for Second Floor |
| 294 | Extra rate for Third Floor |
| 295 | Extra rate for Fourth Floor |
| 296 | 20 mm thick cement plaster 1:4. |
| 297 | Extra rate for First Floor |
| 298 | Extra rate for Second Floor |
| 299 | Extra rate for Third Floor |
| 300 | Extra rate for Fourth Floor |
| 301 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing |
| 302 | Total qty for all floor |
| 303 | Extra rate for Third Floor |
| 304 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 305 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taken only from outside the premises laying in plinth in 15 cm layers including ramming, watering and consolidating including all leads. |
| 306 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres. |
| 307 | Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing of material |
| 308 | Total qty for all floor |
| 309 | Extra rate for Second Floor |
| 310 | Extra rate for Third Floor |
| 311 | Marble stone flooring with 12-15 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Udaipur Green Marble Tiles of thickness 12mm to 15mmSlabs sizes above 0.50 sqm |
| 312 | Total Qty for all floor |
| 313 | Extra rate for First Floor |
| 314 | Extra rate for Second Floor |
| 315 | Extra rate for Third Floor |
| 316 | Marble work of thickness 12-15 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).Udaipur Green Marble Tiles of thickness 12mm to 15mmSlabs sizes above 0.50 Sqm |
| 317 | Total Qty for all floor |
| 318 | Extra rate for First Floor |
| 319 | Extra rate for second Floor |
| 320 | Extra rate for Third Floor |
| 321 | Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge. |
| 322 | Providing and fixing Morwad Marble Strip 12mm to 15mm thick and 100 mm wide in kotah stone flooring over 12.50mm thickness base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivalent to the kota stone thickness andcolouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects.respects. |
| 323 | Providing and Laying Tactile Flooring full body vitrified , low water absorption below 5%, having excellent slip resistance , very dense, durable and abrasion resistant, solid through colour, fade proof, highly chemical and stain resistance unglazed finish porcelain tile of size 300mm x 300mm x 10mm + 5mm thick, approved profile design, Tec-button/Tec-liner laid in ordinary grey cement and on 20mm thick bed of cement mortar 1:3 filling neat cement slurry between joints with White Cement containing pigment to match the shade complete in all respect. (Tile design and pattern will be as per guidelines issued for persons with disability) |
| 324 | Total all Floor |
| 325 | Extra rate for First Floor |
| 326 | Extra rate for Second Floor |
| 327 | Extra rate for Third Floor |
| 328 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 329 | Total Qty for All Floor |
| 330 | Extra rate for First Floor |
| 331 | Extra rate for Second Floor |
| 332 | Extra rate for Third Floor |
| 333 | Extra rate for using steel produced in integrated plant from original ores complete in all respect as per the directions of Engineer-in-charge. |
| 334 | Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge. |
| 335 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 336 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade |
| 337 | Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 338 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 339 | Construction of Plinth protection complete as per drawing. |
| 340 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 341 | Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type |
| 342 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 343 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 344 | Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 345 | 12.5 mm thick cement plaster 1:5 complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge. |
| 346 | Construction of Mid day Meal Block (Single Storey) |
| 347 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres |
| 348 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth- 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm. |
| 349 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 350 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 351 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 352 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 353 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 354 | Lintels |
| 355 | Total all Floor |
| 356 | Shelves |
| 357 | Total all Floor |
| 358 | Beams |
| 359 | Total all floor |
| 360 | Columns (Rectangular & Square) |
| 361 | Total all Floor |
| 362 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 363 | Total qty for all floor |
| 364 | Centring and shuttering for Columns ( Square or Rectangular or ply gonal in plain) |
| 365 | Ground Floor |
| 366 | Total qty for all floor |
| 367 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 368 | Ground Floor |
| 369 | Total qty for all floor |
| 370 | Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted ) |
| 371 | Qty. same as RCC in Columns of all Floors |
| 372 | Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC) |
| 373 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. |
| 374 | Total qty for all floor |
| 375 | Extra rate for First Floor |
| 376 | 12.5mm thick cement plaster 1:5. |
| 377 | Total all floor |
| 378 | Extra rate for First Floor |
| 379 | 20 mm thick cement plaster 1:5 in two coats work. |
| 380 | Extra rate for First Floor |
| 381 | 12.5 mm thick cement plaster 1:4. |
| 382 | Extra rate for First Floor |
| 383 | 20 mm thick cement plaster 1:4. |
| 384 | Extra rate for First Floor |
| 385 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS ClampU-PVC pipes (working pressure 4kgf. / sqcm)pipe 110 mm dia. |
| 386 | Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 110 mm bend |
| 387 | Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 388 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 389 | Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3. |
| 390 | Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating |
| 391 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing |
| 392 | Total qty for all floor |
| 393 | Extra rate for First Floor |
| 394 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 395 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taken only from outside the premises laying in plinth in 15 cm layers including ramming, watering and consolidating including all leads. |
| 396 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres. |
| 397 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 398 | Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :. |
| 399 | Ground Floor |
| 400 | Kotah stone tiles 20mm thick in skirting risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing |
| 401 | Ground Floor |
| 402 | Providing and fixing Morwad Marble Strip 12mm to 15mm thick and 100 mm wide in kotah stone flooring over 12.50mm thickness base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivalent to the kota stone thickness andcolouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects.respects. |
| 403 | Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. |
| 404 | Door and window frame of size 113mmx60mmxwith 35mm wide single rebate |
| 405 | Supply & Fixing of Window frames (Chowkhats) including mullions consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of PVC & metal hold fastner with PVC cap complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge. |
| 406 | Windows Outer frame of size 72mm x55mm and central mullion 72 mm x 50mm with Double rebate. |
| 407 | Supply & Fixing of Window shutter consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of screws, complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge. |
| 408 | Glazed Windows shutter Section 47mm x 20mm (Without Glass) |
| 409 | Wire Mesh Windows shutter Section 40mm X 20mm with S.S wire mesh 32 gauge flymesh with 144 holes per square inch |
| 410 | Providing and fixing glazing in door, window, ventilator shutters and partitions etc, complete as per the architectural drawings and the directions of engineer-in-Charge (Cost of gasket/beading shall be paid as per respective item) |
| 411 | Float glass panes of 5mm thickness |
| 412 | Providing & fixing fixed beeding 12mm X 12mm for fixed glass with Eco fixed gasket (EPDM) |
| 413 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 414 | Providing and fixing hydraulic door closer ISI mark with necessary screw etc. completeI.S.I Designation No. 1 (size of door up to 700mm) |
| 415 | Factory manufactured solid flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : IS 2202-1) (1999)Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick |
| 416 | Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (including cost of glass) Rectangular or square |
| 417 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm |
| 418 | Providing and fixing aluminium sliding door bolts ISI marked anodized (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 : |
| 419 | 300mm x 16mm |
| 420 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 421 | Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.50 mm (+ 0.05 %) thick |
| 422 | Ridges and valleys 45 cm overall, in plain G.I. Sheet 0.80mm fixed with galvanzed iron J. and L. hooks 10mm diameter, G.I. Limpet and bitumen washers complete |
| 423 | Above 15.00 mt. Span including the cost for machinery i.e. Hydra cranes etc. for hoisting in position. |
| 424 | Coloured granite stone tiles 15mm to 20mm thick in skirting risers of steps dado, walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement and 3 course of sand) and joint with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing, dowels, pins and cramps. |
| 425 | Ground Floor |
| 426 | Extra labour for projected nosing of stair case of any shape and design. |
| 427 | Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge. |
| 428 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 429 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade |
| 430 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 431 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. |
| 432 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. |
| 433 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 434 | Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 435 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 436 | Construction of Plinth protection complete as per drawing. |
| 437 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 438 | Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type |
| 439 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 440 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 441 | Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 442 | 12.5 mm thick cement plaster 1:5 complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge. |
| 443 | Construction of Security Guard Room adjoining to Main Gate (Single Storey) (1 Nos) |
| 444 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres |
| 445 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth- 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm. |
| 446 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 447 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 448 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 449 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.. |
| 450 | Total qty for all floor |
| 451 | Extra rate for First Floor |
| 452 | Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufacture guidelines. |
| 453 | 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure. |
| 454 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS ClampU-PVC pipes (working pressure 4kgf. / sqcm)pipe 110 mm dia. |
| 455 | Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 110 mm bend |
| 456 | Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 457 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 458 | Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3. |
| 459 | Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating |
| 460 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing |
| 461 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 462 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 463 | Lintels |
| 464 | Shelves |
| 465 | Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted ) |
| 466 | Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC) |
| 467 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 468 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 469 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 470 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taken only from outside the premises laying in plinth in 15 cm layers including ramming, watering and consolidating including all leads. |
| 471 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres. |
| 472 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 473 | Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 474 | Kotah stone tile 20mm thick in skirting, riser of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 Cement and 3 Sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing |
| 475 | Providing and fixing Morwad Marble Strip 12mm to 15mm thick and 100 mm wide in kotah stone flooring over 12.50mm thickness base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivalent to the kota stone thickness andcolouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects.respects. |
| 476 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps.. |
| 477 | 12.5mm thick cement plaster 1:5. |
| 478 | 20 mm thick cement plaster 1:5 in two coats work. |
| 479 | 12.5 mm thick cement plaster 1:4. |
| 480 | 20mm thick cement plaster 1:4 in two coat work. |
| 481 | Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. |
| 482 | Door and window frame of size 113mmx60mmxwith 35mm wide single rebate |
| 483 | Supply & Fixing of Window frames (Chowkhats) including mullions consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of PVC & metal hold fastner with PVC cap complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge. |
| 484 | Windows Outer frame of size 72mm x55mm and central mullion 72 mm x 50mm with Double rebate. |
| 485 | Supply & Fixing of Window shutter consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of screws, complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge. |
| 486 | Glazed Windows shutter Section 47mm x 20mm (Without Glass) |
| 487 | Wire Mesh Windows shutter Section 40mm X 20mm with S.S wire mesh 32 gauge flymesh with 144 holes per square inch |
| 488 | Providing and fixing glazing in door, window, ventilator shutters and partitions etc, complete as per the architectural drawings and the directions of engineer-in-Charge (Cost of gasket/beading shall be paid as per respective item) |
| 489 | Float glass panes of 5mm thickness |
| 490 | Providing & fixing fixed beeding 12mm X 12mm for fixed glass with Eco fixed gasket (EPDM) |
| 491 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 492 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973,Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick |
| 493 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm |
| 494 | Providing and fixing aluminium sliding door bolts ISI marked anodized (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 : |
| 495 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 496 | Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge. |
| 497 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade |
| 498 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 499 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. |
| 500 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. |
| 501 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 502 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 503 | Construction of Plinth protection complete as per drawing. |
| 504 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 505 | Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type |
| 506 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 507 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 508 | Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 509 | 12.5 mm thick cement plaster 1:5 complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge. |
| 510 | Construction of Two Wheeler Parking Shed as per Architect drawings & PWD Specifications |
| 511 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres |
| 512 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 513 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 514 | Footing |
| 515 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 516 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 517 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 518 | Earth filling with good quality earth obtained from out side the plinth including compensation of earth, loading, unloading, carriage from outside the peremises to site of work, spreading, laying watering compacting with rammer complete as per specifications. |
| 519 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres. |
| 520 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 521 | Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 522 | Nuts & Bolts of all sizes and length required |
| 523 | Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 524 | 0.50 mm (+ 0.05 %) thick |
| 525 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 526 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 527 | Outer infrastructure |
| 528 | Construction of Boundary Wall with Grill & Gate |
| 529 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres |
| 530 | Cement concrete 1:5:10 with 40 mm gauge stone ballast. using concrete mixing volumetric type |
| 531 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 532 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 533 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 534 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 535 | Centring and shuttering for Columns (Square or Rectangular or ply gonal in plain) |
| 536 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 537 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 538 | Providing and laying in super structure for first storey factory made with vibro-hydraulic compaction machine precast Hollow block of cement concrete setting in position with cement mortar 1:3 (1 cement:3 course sand ) including cost of hosting, centering and shuttering complete as per IS:2185 (Part-1): 2005. |
| 539 | 12.5mm thick cement plaster 1:4. |
| 540 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 541 | Iron grated doors, including pintle hinges and arrangements. |
| 542 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 543 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 544 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 545 | Construction of Internal Drive Way , Parking & Raised Pavement/Footpath including approach road from Main road to School Gate |
| 546 | Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications. |
| 547 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 548 | Construction of un-reinforced M-30 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement of concrete, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batch mix plant as per approved mix design, transported to site in transit mixer with lead up to 10 km. laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per clause 602 of MORT&H 5th Revision |
| 549 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge.IS COde : 15658 (2006) |
| 550 | Extra Cost for using darker fast shade for interlocking pavers Tiles of any shape & thickness instead of grey colours. |
| 551 | Jungle clearance. |
| 552 | Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) |
| 553 | Removal/ Clearance of slush from wet drains by mechanical means |
| 554 | Disposal of Malba outside the premises loading / unloading including all leads as desired by Engineer in charge . |
| 555 | Boulder Apron Laid in Wire CratesProviding and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates |
| 556 | Grouting stone filling or pitching:-With mortar. |
| 557 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 558 | 12.5mm thick cement plaster 1:5. |
| 559 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 560 | Precast Cement Concrete KerbProviding and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 561 | Earth work in exavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding 2.0 Mtr. depth and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtr. complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge. |
| 562 | Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type |
| 563 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 564 | Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge. |
| 565 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 566 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 567 | Construction of Badminton Court in Concrete with Chain link Fencing 2 Nos |
| 568 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. |
| 569 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 570 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications |
| 571 | Providing & laying multilayer Polyurethane flooring (10+2mm) consisting of primer on asphault surface, elastic layer SBR matt (5-12mm), Pore sealer (0.1mm), Cast coating (2-3mm), Antiskid multitop (0.5mm) including marking of ground approved by ITF on already laid flooring system complete in all respect & as per specifications laid in Handbook on field of Play published by SAI |
| 572 | Providing & Fixing International Standard Badminton pole fixed & height adjustable for men and women model made of 3\\" inner and 3.5\\" outer round pipe having clear height 155cm , fine quality PU spray paint including cost of Volley ball Net made of Polyster white colour size 152.4cm x 76cm, mesh size 100mm x 100mm complete as per specifiction & as desired by Engineer-in-Charge. |
| 573 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 574 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 575 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
| 576 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 577 | Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 578 | 12.5mm thick cement plaster 1:5. |
| 579 | Providing and laying factory made rubber moulded smooth finish cement concrete Channel M-20 grade 300mm wide and 75mm thick made (in shape of Soccer drain) over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 580 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 581 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 582 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 583 | Providing & Fixing wire mesh GI Chain link 10 gauge mesh size 50mm ISI 2721:1979 fixed with nut and bolt on vertical post and touch welding on horizontal membercomplete in all respect as per specification and as desired by Engineer in charge. |
| 584 | Construction of Basket Ball Court in Concrete with Chain link Fencing |
| 585 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. |
| 586 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 587 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications |
| 588 | Providing & laying multilayer Polyurethane flooring (10+2mm) consisting of primer on asphault surface, elastic layer SBR matt (5-12mm), Pore sealer (0.1mm), Cast coating (2-3mm), Antiskid multitop (0.5mm) including marking of ground approved by ITF on already laid flooring system complete in all respect & as per specifications laid in Handbook on field of Play published by SAI |
| 589 | Providing & fixing international standard board size : 180cm x 105cm, 25mm Transparent Acrylic Board, with Padding standard pole extention 3.20 mtr made of 6 inch square pipe with flange cuppling design with heavy dunking ring & nylon net, pole padding on front, Best quality pu spray paint complete as per specifiction & as desired by Engineer-in-Charge. |
| 590 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 591 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 592 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
| 593 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 594 | Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 595 | 12.5mm thick cement plaster 1:5. |
| 596 | Providing and laying factory made rubber moulded smooth finish cement concrete Channel M-20 grade 300mm wide and 75mm thick made (in shape of Soccer drain) over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 597 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 598 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 599 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 600 | Providing & Fixing wire mesh GI Chain link 10 gauge mesh size 50mm ISI 2721:1979 fixed with nut and bolt on vertical post and touch welding on horizontal membercomplete in all respect as per specification and as desired by Engineer in charge. |
| 601 | Construction of Volley Ball Court in concrete with Chain link Fencing |
| 602 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. |
| 603 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 604 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications |
| 605 | Providing & laying multilayer Polyurethane flooring (10+2mm) consisting of primer on asphault surface, elastic layer SBR matt (5-12mm), Pore sealer (0.1mm), Cast coating (2-3mm), Antiskid multitop (0.5mm) including marking of ground approved by ITF on already laid flooring system complete in all respect & as per specifications laid in Handbook on field of Play published by SAI |
| 606 | Providing & Fixing International Standard Volley ball pole fixed & height adjustable for men and women model made of 3\\" inner and 3.5\\" outer round pipe, fine quality PU spray paint including cost of Volley ball Net made of Polyster white colour size 9.5m x 1.00m, mesh size 100mm x 100mm complete as per specifiction & as desired by Engineer-in-Charge. |
| 607 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 608 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 609 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
| 610 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 611 | Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 612 | 12.5mm thick cement plaster 1:5. |
| 613 | Providing and laying factory made rubber moulded smooth finish cement concrete Channel M-20 grade 300mm wide and 75mm thick made (in shape of Soccer drain) over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 614 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 615 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 616 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 617 | Providing & Fixing wire mesh GI Chain link 10 gauge mesh size 50mm ISI 2721:1979 fixed with nut and bolt on vertical post and touch welding on horizontal membercomplete in all respect as per specification and as desired by Engineer in charge. |
| 618 | Construction of Stage |
| 619 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 620 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 621 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 622 | Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. |
| 623 | 12.5 mm thick cement plaster 1:4. |
| 624 | 20 mm thick cement plaster 1:4. |
| 625 | 20mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65Kg. Per sqm laid hot and sanded |
| 626 | Earth filling with good quality earth obtained from out side the plinth including compensation of earth, loading, unloading, carriage from outside the peremises to site of work, spreading, laying watering compacting with rammer complete as per specifications. |
| 627 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres. |
| 628 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 629 | Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 630 | Kotah stone tile 20mm thick in skirting, riser of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 Cement and 3 Sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing |
| 631 | Extra labour for projected nosing of stair case of any shape and design. |
| 632 | Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge. |
| 633 | Providing & fixing 16 gauge stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainless steel pipe, Balusters of 40mm dia Stainless steel pipe and guard 3 Nos of 15mm dia Stainless Steel pipe complete in all respect |
| 634 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 635 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 636 | PUBLIC HEALTH SERVICES |
| 637 | Sub Work-1 |
| 638 | Sub Work-1.1 Internal Sewerage System |
| 639 | Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing.Single Socket Type B |
| 640 | qty as per Table -1 |
| 641 | 110mm o/d single socket SWR UPVC pipe lines laid complete |
| 642 | 90mm o/d single socket SWR UPVC pipe lines laid complete |
| 643 | Providing and fixing in position SWR UPVC special for soil waste vent or anti syphonage pipes as per as per IS - 14735 including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead joining. |
| 644 | For 110mm o/d pipes |
| 645 | Elbow 90 Degree (All side socketed) |
| 646 | Vent Cowls |
| 647 | Coupler |
| 648 | Single Tee With Door |
| 649 | Single Y-Junction |
| 650 | Floor Trap 110mm x 75mm |
| 651 | For 90mm o/d pipes |
| 652 | Elbow 90 degree (all side socket) |
| 653 | Vent Cowls |
| 654 | Coupler |
| 655 | Single Tee With Door |
| 656 | Singel Y junction |
| 657 | Providing and fixing in position SS Grating with frame of approved make (to the approval of engineer in charge) complete in all respects. |
| 658 | Providing PVC solvent cement joints to SWR Pipes and specials including cost of PVC solvent cement and tools etc of approved make (to the approval of Engineer-in-charge) |
| 659 | 110mm o/d |
| 660 | 90mm o/d |
| 661 | Providing & Fixing in position M.S or heavy flat iron clamps made out of M.S flat iron not less than 5 mm of the approved design for fixing C.I. soil waste, vent or antisyhonage pipes to walls complete in all respects including cutting and making good the walls and floors etc. and painting. |
| 662 | M.S. Holder bats clamps for 100mm i/d as per table-1 |
| 663 | M.S. Holder bats clamps for 75mm i/d as per table-1 |
| 664 | Cutting holes upto 23cm square for pipes in floor and roofs of cement concrete, reinforced concrete or reinforced brick work and making good the same & finishing according to existing finish where required. |
| 665 | Through floor or roof 15.00cm thick |
| 666 | Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm. |
| 667 | 100mm internal Diametre S.W.gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mmas per table-1 |
| 668 | Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weightas per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. |
| 669 | 450mm x 600mm inside with 455mm x 610mm cover and frame light duty double seal |
| 670 | Providing and laying, jointing, fixing and testing ISI Marked uPVC Pipe Lines as per ISI 4985-2000, including specials such as tees, bends, sockets, elbow etc., cutting, testing (including cost of specials) in the ground complete in all respects. |
| 671 | uPVC Pipe 6 Kgf/cm250mm i/d as per table-1 |
| 672 | Sub Work-1.2 Internal Water Supply System |
| 673 | CONCEALED IN WALL: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in- Charge), 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 including jointing of pipes & fittings, with one step CPVC solvent cement and testing of pipes complete as per direction of Engineer-in-Charge. |
| 674 | CPVC SDR 11 Pipe & fitting 16mm o/d |
| 675 | SDR 11 CPVC pipes & fittings 20mm o/d |
| 676 | SDR 11 CPVC pipes & fittings 25mm o/d |
| 677 | Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes lines and making good the same to its original condition. Size 75mm x 75mm |
| 678 | qty same as Cpvc 15mm i/d to 25 mm (Table-2) |
| 679 | Cutting holes upto 23cm square through B.B. in cement walls or stone masonary wall in cement for pipes, and making good the same & finishing according to existing finish where required. |
| 680 | Through wall 11.43 cm thick Detail as per Table-2 |
| 681 | Through wall 22.86 cm thick Detail as per Table-2 |
| 682 | Providing, fixing and jointing Cpvc Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect. |
| 683 | 15mm i/d Cpvc Union |
| 684 | 20mm i/d Cpvc Union |
| 685 | 25mm i/d Cpvc Union |
| 686 | Sub Work-1.3 Sanitary Installation |
| 687 | Providing and fixing in position set of EWC and WHB size 46x36 cm for Handicapped person of approved make (to the approval of the Engineer-in-charge) consisting of matching cistern, one pair mounting brackets, seat cover, one no. hinges rail 76cm and 4 no. grab rails 60cm complete in all respect and to the entire satisfaction of Engineer-in-charge. |
| 688 | Providing and fixing in position Chinaware Floor Mounted One Piece EWC type with matching chinaware cistern 10 ltr. Capacity. (without cistern fitting) with P trap or S trap of approved make (to the approval of the Engineer-in-charge) and seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge. |
| 689 | Chinaware Floor Mounted One Piece EWC type with matching chinaware cistern 10 ltr. Capacity (without cistern fitting) size 62x37x67 cm with P trap or S trap and seat cover complete in all respect. |
| 690 | Providing and fixing in position Chinaware extended wall mounted E. W.C. type suite (size 66 x 46 x 77.5 cm ) with P trap or S trap of approved make (to the approval of the Engineer-in-charge) with or without 10 ltr. chinaware matching flushing cistern and seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge.Chinaware wall mounted E.W.C withoutcistern including seat cover complete inall respect.Detail attached as per Table-4 |
| 691 | Providing and fixing in position concealed cistern including flushing plate of approved make (to the approval of the Engineer-in-charge) complete in all respect.Detail attached as per Table-4 |
| 692 | Providing & Fixing in position C.P. Brass Hexa Nipple 15mm of approved make (to the approval of Engineer-in-charge ) complete in all respect. |
| 693 | Providing and fixing jet spray with 2'-6\\" long PVC pipe.With PTMT nut |
| 694 | Providing and fixing Stainless steel health faucet complete in all respect. |
| 695 | Providing and fixing in position vitreous Chinaware white lIndian make large flat back or angular lipped front urinal 375 x 390 x 590 mm of approved make (to the approval of the Engineer-in-charge) consisting of C.P. brass Urinal waste Coupling dome type 32mm outer length 75 mm , C.P. brass Urinal Spreader Ocular-Regular and C.P. brass tubeconnection 300 mm long complete. |
| 696 | Vitreous white Chinaware PartitionLarge partition size 75 x 16.5 x 36.5 cm |
| 697 | Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) including Rack Bolt Screw Pair 115mm long without CP fittings complete in all respect. |
| 698 | Size 550 mm x 400 mm x 815 mm |
| 699 | Size 560mm x 450mm (Under counter oval) |
| 700 | Providing and fixing in position C.P. Brass Auto close Pillar Cock of approved make (to the approval of Engineer-in-charge)Qty as per Inventory-3 & 4 |
| 701 | Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack Bolt Screw Pair 115mm long complete in all respect. |
| 702 | Size 550 mm x 400 mm x 815 mm |
| 703 | Size 560mm x 450mm (Under counter oval) |
| 704 | Providing and fixing in position vitreousChinaware white laboratory sinks of approvedmake (to the approval of Engineer-in-charge)consisting of a pair of brackets, C.P. brasswaste 40mm complete in all respect. |
| 705 | Size 470mmx370mmx180mm |
| 706 | Providing & fixing 15 mm C.P brass laboratory cock swan neck of approved make (to the approval of Engineer-in-charge ) complete in all respect. |
| 707 | Laboratory cock swan neck One Way |
| 708 | Providing and fixing vitreous chinaware standard pedestal of approved make (to the approval of Engineer-in-charge) for wash hand basin complete in all respect. |
| 709 | Providing and fixing in position stainless steel sinks of approved make (to the approval of Engineer-in-charge) 1mm thick,grade-304 (18/8) with waste coupling complete in all respect. |
| 710 | Rectangular Sink with Deluxe Border Single Bowl Overall Size 555 mm x 475mm x 200 mm |
| 711 | Double bowl Sink without drain board Overall size 1114 x 490 mm with bowl size 460x385x200mm including waste coupling |
| 712 | Providing & fixing in position C.P brass Sink mixer swivel spout (Wall mounted) of approved make (to the approval of Engineer-in-charge) complete in all respect. |
| 713 | Providing and fixing P.V.C Waste Pipe Collapsiable 32mm complete in all respect. |
| 714 | Providing and fixing in position C.P. brass bottle trap 32mm dia with 40 mm seal of approved make (to the approval of Engineer-in-charge) complete in all respect. |
| 715 | Providing and fixing in position paper holders of approved make (to the approval of Engineer-in-charge ) fixed in to wall with C.P brass screws complete in all respect. |
| 716 | C.P. brass toilet paper holder |
| 717 | Providing and fixing in position towel rails / ring of approved make (to the approval of Engineer-in-charge ) fixed in with rawl plugs embedded in walls with brass screws complete in all respect. |
| 718 | C.P. brass towel Rails size 15mm dia 610mm long |
| 719 | C.P brass towel ring |
| 720 | Providing and fixing in position C.P. brass soap dish of approved make (to the approval of Engineer-in-charge ) fixed into wall with rawl plugs and C.P brass screws complete in all respect. |
| 721 | Providing & Fixing in postion 15 mm i/d bib cock of approved make (to the approval of Engineer-in-charge )complete in all respect. |
| 722 | C.P Brass bib cock foam flow without flange |
| 723 | Providing & Fixing in postion liquid soap container of approved make (to the approval of Engineer-in-charge ) complete in all respect.C.P. brass liquid soap container |
| 724 | Providing & Fixing in postion stop cock / Angle valve of approved make (to the approval of Engineer-in-charge ) complete in all respect. |
| 725 | C.P.brass 15mm Concealed stop cock with flange |
| 726 | C.P.brass 15mm Angle valve without flange |
| 727 | VIP Range |
| 728 | Providing and fixing in position premium range C.P. Brass Fittings and accessories of approved make (to the approval of Engineer-in-charge ) complete in all respect. |
| 729 | C.P. Brass fittings: |
| 730 | C.P. brass Bib cock with Wall flange |
| 731 | C.P.brass 15mm Angular stop cock with Wall flange |
| 732 | C.P. brass 15mm Concealed stop cock with adjustable wall flange with seal.(Outer +Inner Body) |
| 733 | C.P. Brass Accessories: |
| 734 | C.P. brass towel rail 600 mm long |
| 735 | C.P brass towel ring square |
| 736 | C.P. brass toilet roll holder with flap |
| 737 | Providing & fixing in position PVC flexible tube connection of approved make (to the approval of Engineer-in-charge ) complete in all respect. PVC tube connection of size 15 mm x 375 mm with PTMT nut |
| 738 | Providing & Fixing in position C.P. Brass flange Dome of approved make (to the approval of Engineer-in-charge ) under various fixtures complete in all respect. |
| 739 | Providing & Fixing in position C.P. Brass extension piece 25mm long to 100mm long of approved make (to the approval of Engineer-incharge )with various fixtures complete in all respect.C.P. Brass extension piece, 25mm long to 50mm long |
| 740 | Providing & Fixing in position 5mm thick bevelled edge mirror of superior glass (of approved make) complete with 4mm thick hard board backing fixed in with rawl plugs 50mm, C.P. brass screws and washers and S/S Studs on top complete in all respect (as required by the Engineer-in- Charge) Size 1500mmx600mm or any other size |
| 741 | Providing & Fixing in position C.P./Aluminium Khunti of approved make (to the approval of Engineer-in-charge ) fixed into wall with C.P. brass screws and rawl plugs etc. complete in all respect. |
| 742 | C.P. Brass khunti with 3 pegs |
| 743 | Providing ,laying, jointing, fixing and testing ISI Marked G.I. Pipe (as per IS 1239) B-Class including cost of specials (such as tees, bends, sockets, elbows etc.) ,painting with anti corrosive bitumastic paint, testing, cutting, threading Inside building complete. |
| 744 | 50mm i/d |
| 745 | Providing, fixing and jointing G.I Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect. |
| 746 | 50mm i/d G.I. Union |
| 747 | Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. |
| 748 | 50mm i/d Gun Metal peet valve heavy pattern. |
| 749 | Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer -in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flo pipes but without fittings and base support for tank. Tripple Layer Tanks |
| 750 | Providing and fixing in position automatic brass Ball Cock in tanks.Brass Ball Cock with rod and Plastic Ball |
| 751 | 50mm i/d |
| 752 | Providing and fixing in position Cpvc Tank Nipple of approved make (to the approval of Engineer-in-charge) in PVC Water storage tanks complete in all respect. |
| 753 | Cpvc tank nipple 50mm i/d |
| 754 | Construction of Plateform complete as per specification & as desired by Enginer-in-charge |
| 755 | For 5000 ltr Water Tank |
| 756 | For 2000 ltr Water Tank |
| 757 | For 500 ltr Water Tank |
| 758 | Providing and fixing in postion storage type automatic electric water heater pressure type thermostatically controlled, single phase wall mounted of approved make (to the approval of Engineer-in-charge) with thermostats, inner container of stainless steel, Inner glass lining with B-Rating minimum 3 stars complete with 1 Mtr. three core flexible cord with plug, non return valve and pressure release valve complete including fixing and testing complete in all respect.Vertical type |
| 759 | 25 litre capacity water heater |
| 760 | Supply & Installation of Sanitary pad vending machine NVM-50, fully Automatic Vending machine battery backup available visible window as per specification and as desired by Engineer-in-Charge complete in all respect. |
| 761 | Supply & Installation of Sanitary Napkin Vending machine storage capacity 25 Pad, Coin accepted : 5rs or dummy coin made from Mild steel as per specification and as desired by Engineer-in-Charge complete in all respect. |
| 762 | Sub Work-1.4 Flooring and Wall Tile |
| 763 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 764 | Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing of material |
| 765 | Total All Floor |
| 766 | Extra rate for First Floor |
| 767 | Extra rate for Second Floor |
| 768 | Extra rate for Third Floor |
| 769 | Providing and laying Rectified Porcelin floor tiles 400x400mm or more (thickness to be specified by the manufacturer) of premium quality conforming to IS:15622 of approved make in all colours laid on 20mm thick bed of Cement Mortar 1:4 ( 1 Cement : 4 Fine sand) for new flooring complete . |
| 770 | Total All Floor |
| 771 | Extra rate for First Floor |
| 772 | Extra rate for Second Floor |
| 773 | Extra rate for Third Floor |
| 774 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: i) Ist course of applying cement slurry @ 4.4 Kg/ sqm mixed with water proofing compound conforming to IS : 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sqm of area. iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm). |
| 775 | Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 600 x 300 mm as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 776 | Total All Floor |
| 777 | Extra rate for First Floor |
| 778 | Extra rate for Second Floor |
| 779 | Extra rate for Third Floor |
| 780 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps.. |
| 781 | Total All Floor |
| 782 | Extra Rate for First Floor |
| 783 | Extra Rate for Second Floor |
| 784 | Extra Rate for Third Floor |
| 785 | Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.) |
| 786 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 787 | Ground Floor |
| 788 | Sub Work-1.5 Drinking Water Cooler |
| 789 | Providing & fixing in position Water Cooler without Stablizer of approved make (to the approval of Engineer-in-charge ) including carriage complete in all respect. |
| 790 | Water Cooler Semi Steel Body 80/120 ltr Capacity without Stablizer |
| 791 | Providing & fixing in position UV filter having flow rate 200 ltr/hr with 3 stage purification process having 16 watt UV lamp and 35 Watt power rating of approved make (to the approval of Engineer-in-charge ) including carriage and fixing in position complete in all respect. |
| 792 | Providing & fixing in position Commercial RO without reservoir with four no cartridge/ membrane having flow rate 50 ltr/hr with 6 stage purification process of approved make (to the approval of Engineer-in-charge ) including carriage and fixing in position complete in all respect. |
| 793 | Supply and erection of Single phase copper wound Automatic voltage stablizer of suitable capacity electronically controlled circuit with input voltage 140-260 volts single phase AC supply and output voltage 220 ± 5% volts single phase AC supply having main silicon core copper wound step up transformer with suitable nos. of turns on primary side and secondary side the transformer should be fully insulated inside the MS sheet box of suitable size. There should be power control relay and single pole MCB (C-curve, 10kA) of suitable capacity complete with internal copper wiring along with amp. meter and volt meter, high voltage cut off 280 volt input (240 volt output) and 90 volt maximum boost and overloading protection to be provided:- |
| 794 | Automatic Voltage Stablizer 2 KVA Drinking Water Cooler |
| 795 | Sub Work-1.6 Providing & Installation of Split Type Air Conditioning System |
| 796 | Supplying, Installation, erection, testing and commissioning of split type room air conditioner 1.0 TR Split AC,3Star (Cooling Only) Heavy Duty & having cooling capacity 3500 W, ISEER>4.0 suitable for 230 Volts Single phase supply air conditioners confirming to IS:1391 (Part-2) 1992 amended up to date fitted with Rotary compressor operating on nature friendly RefrigerantR-32 capable of functions (i) cooling (ii) Dehumidifying (iii) Air Circulation including cost of wall mounting/ floor mounted MS base frame /stand for outer unit complete in all respect and as desired by Engineer-in-charge |
| 797 | Supplying, Installation, erection, testing and commissioning of split type room air conditioner 1.5 TR Split AC,3Star (Cooling Only) heavy duty & having coolling capacity 5400 to 5900 W ISEER>4.0, suitable for 230 Volts Single phase supply air conditioners confirming to IS:1391 (Part-2) 1992 amended up to date fitted with Rotary compressor operating on nature friendly RefrigerantR-32 capable of functions (i) cooling (ii) Dehumidifying (iii) Air Circulation including cost of wall mounting / floor mounted MS base frame/ stand for outer unit complete in all respect and as desired by Engineer-in-charge |
| 798 | Supplying, Installation, erection, testing and commissioning of split type room air conditioner 2.00 TR Split AC,3Star (Cooling Only) heavy duty & having coolling capacity 7400 to 7700 W ISEER>4.0 , suitable for 230 Volts Single phase supply air conditioners confirming to IS:1391 (Part-2) 1992 amended upto date fitted with Rotary compressor operating on nature friendly Refrigerant R-32 capable of functions (i) cooling (ii) Dehumidifying (iii) Air Circulation including cost of wall mounting /floor mounted MS base frame /stand for outer unit complete in all respect and as desired by Engineer-in-charge |
| 799 | Supply and erection of Single phase copper wound Automatic voltage stablizer of suitable capacity electronically controlled circuit with input voltage 140-260 volts single phase AC supply and output voltage 220 ± 5% volts single phase AC supply having main silicon core copper wound step up transformer with suitable nos. of turns on primary side and secondary side the transformer should be fully insulated inside the MS sheet box of suitable size. There should be power control relay and single pole MCB (C-curve, 10kA) of suitable capacity complete with internal copper wiring along with amp. meter and volt meter, high voltage cut off 280 volt input (240 volt output) and 90 volt maximum boost and overloading protection to be provided:- |
| 800 | Automatic Voltage Stablizer 4 KVA for Split AC 1.00 tonne |
| 801 | Automatic Voltage Stablizer 4 KVA for Split AC 1.50 tonne |
| 802 | Automatic Voltage Stablizer 5 KVA for Split Ac 2.00 tonne |
| 803 | Providing laying hard soft copper concealing of copper pipes Liquid line 1/4 inch (6.35mm) od & suction line 1/2 inch (12.7MM) od and wall thickness 0.8 mm with insulation 13 mm od as per requirement 4mm electricwire sheathed 3core double insulated and binding with insulated taping laying chase cutting of wall and repairing the same with in the building including installing charges complete in all respects and as desired by Engineer-in-Charge. |
| 804 | Providing, laying, jointing, fixing and testing ISI Marked uPVC Pipe with G.I. specials as per ISI-4985, including cost of G.I. specials such as tees, bends, sockets, elbows etc. testing inside building complete.uPVC Pipe 10 Kgf/cm225mm i/d |
| 805 | Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes line and making good the same to its original condition. Size 75 mm x 75 mm |
| 806 | Sub Work-2 |
| 807 | Estate Water Supply |
| 808 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. |
| 809 | Providing ,laying, jointing, fixing and testing ISI Marked G.I. Pipe (as per IS 1239) B-Class including cost of specials (such as tees, bends, sockets, elbows etc.) ,painting with anti corrosive bitumastic paint, testing, cutting, threading Inside building complete. |
| 810 | 50mm i/d |
| 811 | Providing, fixing and jointing G.I Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect. |
| 812 | 50mm i/d G.I. Union |
| 813 | Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. |
| 814 | 50mm i/d Gun Metal peet valve heavy pattern. |
| 815 | Sub Work-3 |
| 816 | Sub Head-3.1 |
| 817 | Sub Head-1 Estate Sewerage system |
| 818 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. |
| 819 | 110 mm o/d pipes |
| 820 | 160mm o/d pipe |
| 821 | 200mm o/d pipe |
| 822 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. |
| 823 | Depth not exceeding 3 m. BGLAll kinds of soil except rocky |
| 824 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 825 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard |
| 826 | Inside size 90x150 cm |
| 827 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. |
| 828 | For depth not exceeding 3.0 m B.G.L.For all classes of soil except rocky |
| 829 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 830 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 831 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
| 832 | Floating coat of 1:5mm thick neat cement laid in one operation to the topping |
| 833 | 12.5 mm thick cement plaster 1:3 |
| 834 | Cement rendering on plaster 1mm thick |
| 835 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 836 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 837 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design |
| 838 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).RCC Man hole cover with Frame560mm i/d RCC man hole cover with frame as per ISI |
| 839 | Sub Head-2 Anaerobic Baffled Reactor & Recharging pit Please Enable Macros to View BoQ information |
| 840 | Sub Head-2 Anaerobic Baffled Reactor & Recharging pit Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 30, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
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