Tender For Hiring Of annual maintenance contract Services For Civil Works At Gail Hazira Compressor Station (Ghcs) And Ex-Hazira Terminals
Tender Value
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Estimated cost
Bid Submission
31 Oct 2026
5 days left
EMD
4.90 Lakhs
Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Surat → Gujarat
EMD Exemption
Available
Quantity
Not Available
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Address
Project Description
Tender for Hiring Of annual maintenance contract Services For Civil Works At Gail Hazira Compressor Station (Ghcs) And Ex-Hazira Terminals
BOQ
| Sl. No. | Item Description |
| 1 | PART-A Manpower Services: Hazira Compressor StationThe estimated rate below for Part-A includes basic wage, PF and sufficient margin towards overheads i.e. minimum infrastructure to be maintained by the bidder for execution of the contract, running office expenses, coordination with Statutory Authorities, charges towards Bank Guarantees (BG), interest on working capital, documentation charge and reasonable profit margin. The reimbursement due to any upward revision of wages shall be limited only to the statutory wage components i.e. wages, PF, ESI / EC, Bonus and Leave wages and the impact of revision on wages shall not be allowed on i) overheads considered in the estimate ii) percentage of #Service Charge” quoted by bidder in the SOR. The Bidder undertakes that he has completely understood both financial and non-financial implications towards the statutory and non-statutory components involved in deployment of resources as per the tender document including Scope of work and Special Conditions of Contract (SCC) including: a) Standard Conditions of SCC Part-I, b) Standard Conditions of SCC Part-II, Part-III, Part-IV c) Standard Conditions of SCC Part V. The bidder undertakes that he has quoted the #Service Charge” / Rates considering all the above stipulations / conditions and the undertaking for the same is enclosed. |
| 2 | Providing services of 02 no of skilled resources (01 no. of carpenter, 01 no. of Plumber) in general shift for 8 hrs. at GAIL Hazira Compressor Station.The service includes all tools and tackles required to perform the plumbing duties as described elsewhere in tender document. Consumables like nails, pins,nuts ,bolts,lubrication oil , Dhaga, safeda, tube, jute, ropes etc shall be in the scope of the contractor and no payment shall be made for any of such items otherwise mentioned in SOR or in tender document. |
| 3 | Monthly Wages towards Services of Skilled Category including PF along with admin. charges (@13%). |
| 4 | Bonus / Ex-gratia for Skilled resource @ 8.33% of Minimum Monthly Wages (to be released on yearly basis) |
| 5 | Provision for leave with wages for Skilled resource @ 4.81% of Minimum Monthly Wages (to be released at the end of employment/completion of contract) |
| 6 | Payment of Overheads Service Charge In addition to above GAIL shall reimburse charges towards Wage Escalation, Group Personal Accident Insurance Policy, PMSBY & PMJJBY, EC Floater Policy and Premium for Medi-claim Floater Policy, Uniform/PPE/ applicable kits & liveries and others etc. when due during the contract period at actuals against documentary proof as per terms & conditions of tender/ as per company rules. |
| 7 | PART-B Item Rate ServicesThe estimated rate below for Part-B includes Supply and Fixing of approved quality materials at site including royalty, carriage, tax and duties etc. all complete. In order to install articles/materials, required man power shall be in the scope of the contractor. However, deployed man power through PART \\"A\\" of SOR may be utilized in case of availability in their free time etc. all complete and as directed by EIC |
| 8 | Supply of Tractor Trolley with Driver & Diesel for 08 Hours Full Day as per Direction of EIC |
| 9 | Supply of JCB with Driver & Diesel for 08 hours full day as per direction of EIC |
| 10 | Supply of Suction Jeting machine 1500 PSI machine i/c POL and operator for 08 hours as per Direction of EIC |
| 11 | Supply of crane 20 tonne capacity for 08 hours as per Direction of EIC |
| 12 | Hiring of welder/Painter |
| 13 | Hiring of Mason/fitter |
| 14 | Hiring of Helper/Sweeper/unskilled labour |
| 15 | 12.5 mm thick Gypsum plaster board |
| 16 | Portland Cement (OPC-43 Grade) |
| 17 | White Cement |
| 18 | Chromium plated Brass butt hinges |
| 19 | (light/ordinary) type 75x40x2.5 mm |
| 20 | Chromium plated Brass mortice latch and lock 100x65 mm with 6 levers and a pair of brass lever handles |
| 21 | Oxidised mild steel butt hinges |
| 22 | 125x65x2.12 mm |
| 23 | 100x58x1.90 mm |
| 24 | 75x47x1.70 mm |
| 25 | Oxidised mild steel sliding door bolt |
| 26 | 300x16 mm |
| 27 | Oxidised mild steel tower bolt (barrel type) |
| 28 | 250x10 mm |
| 29 | 100x10 mm |
| 30 | Oxidised mild steel handles |
| 31 | 125 mm |
| 32 | 100 mm |
| 33 | Anodised Aluminium butt hinges |
| 34 | 125x75x4 mm |
| 35 | Anodised Aluminium tower bolt (barrel type) |
| 36 | 100x10 mm |
| 37 | Anodised Aluminium handles |
| 38 | 100 mm with plate 150 x 32 mm |
| 39 | Block board construction flush door with teak wood ply on both faces |
| 40 | 35 mm thick |
| 41 | 25 mm thick |
| 42 | Decorative plywood 4 mm |
| 43 | Acrylic distemper 1st quality , having VOC content less than 50 grams/ litre |
| 44 | White cement based putty |
| 45 | Aluminium paint |
| 46 | Putty for wood work |
| 47 | GI Wire mesh 100x100 mm |
| 48 | Tile fixing chemical adhesive |
| 49 | Silicon based join sealant for tiles |
| 50 | Epoxy based sealing Compound |
| 51 | Acrylic based sealing compound |
| 52 | S.C.I. gully or nahani grating 100 mm dia |
| 53 | G.I. pipes |
| 54 | 25 mm dia |
| 55 | 32 mm dia |
| 56 | 40 mm dia |
| 57 | 50 mm dia |
| 58 | Unplasticised P.V.C. connection pipe with brass union |
| 59 | 45 cm long 15 mm bore |
| 60 | White plastic seat (solid) with lid C.P. brass hinges and rubber buffers |
| 61 | Shower(Square or round shape) SS for 15 to 25 mm inlet |
| 62 | C.P. brass toilet paper holder of standard size |
| 63 | H.P. or L.P. ball valve with polythene floats: |
| 64 | 25 mm dia |
| 65 | Epoxy adhesive |
| 66 | Commercial ply |
| 67 | 12 mm |
| 68 | 18 mm |
| 69 | Brass cupboard lock 6 levers of approved quality |
| 70 | 50 mm size |
| 71 | 65 mm size |
| 72 | Hydraulic door closer bottle type M.S. body with necessary accessories and screws complete |
| 73 | Anodised Aluminium hanging type door stopper |
| 74 | Anodised Aluminium Casement stay 250 mm |
| 75 | Solid foam uPVC sheet 20mm thick pre laminated on both side |
| 76 | 19mm thick prelaminated ply |
| 77 | Common burnt clay F.P.S. (non modular) bricks class designation 7.5 |
| 78 | 6 mm thick High performance glass (Toughned Glass) |
| 79 | FS800H Grade Flooring Panel (Size 600 mm x600 mm x32 mm) |
| 80 | GI woven mesh of aperture 5.45 mm (with wire of dia 0.90 mm) |
| 81 | Hydraulic door closer tubular type Aluminium section body |
| 82 | Flexible (coil shaped) PVC waste pipe for sink and wash basin |
| 83 | 32mm dia with length not less than 700 mm i/c PVC waste fittings |
| 84 | U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe |
| 85 | 75 mm dia |
| 86 | 110 mm dia |
| 87 | uPVC coupler for UPVC drainage pipes |
| 88 | 75 mm |
| 89 | 110 mm |
| 90 | uPVC single equal Tee |
| 91 | (without door) 75x75x75 mm |
| 92 | (without door) 110x110x110 mm |
| 93 | (with door) 75x75x75 mm |
| 94 | Tee (with door) 110x110x110 mm |
| 95 | UPVC bend 87.5° |
| 96 | 75 mm bend |
| 97 | 110 mm bend |
| 98 | UPVC plain shoe |
| 99 | 75 mm |
| 100 | 110 mm |
| 101 | UPVC pipe clip |
| 102 | 75 mm |
| 103 | 110 mm |
| 104 | C.P. Brass pillar cock 15 mm |
| 105 | C.P. Brass bibcock 15 mm |
| 106 | C.P. Brass long nose bibcock 15 mm |
| 107 | C.P. Brass stop cock (concealed) 15 mm |
| 108 | C.P. Brass angle valve 15 mm |
| 109 | P.V.C. automatic flushing cistern |
| 110 | 10 litre capacity |
| 111 | PTMT Ball Cock complete with Epoxy Coated Aluminium Rod & H.D. Ball |
| 112 | 15 mm |
| 113 | 25 mm |
| 114 | Turpentine oil |
| 115 | PTMT grating 100 mm dia |
| 116 | Chlorinated Polyvinyl - chloride (CPVC) pipe |
| 117 | 15 mm nominal dia |
| 118 | 20 mm nominal dia |
| 119 | 25 mm nominal dia |
| 120 | 40 mm nominal dia |
| 121 | Water proof ply 12 mm thick |
| 122 | Stainless steel telescopic drawer channels |
| 123 | 300 mm long |
| 124 | 500 mm long |
| 125 | Magnetic catcher triple strip vertical type |
| 126 | Magnetic catcher double strip horizontal type |
| 127 | 1.5 mm thick decorative laminated sheet |
| 128 | 1.0 mm thick decorative laminated sheet |
| 129 | Toughened glass 12 mm thickness |
| 130 | CPVC pipe fittings bend , tees, elbows, reducers ,connectors ,FTA,MTA,Reducer tee, tank adaptor, cross tee, reducer bush, brass insert of tee,FTA, MTA Hexagonal male female, couplers , class two ISI mark for rain water ,soil , etc. including injection moulded fittings with bosses where required with sealing grooves , jointing with rubber rings, cutting and making good the walls and floors as required at site |
| 131 | 15 mm |
| 132 | 25 mm |
| 133 | 40 mm |
| 134 | 50 mm |
| 135 | 75 mm |
| 136 | CPVC Valve |
| 137 | 15 mm |
| 138 | 25 mm |
| 139 | 40 mm |
| 140 | 50 mm |
| 141 | 75 mm |
| 142 | PVC rain water spout |
| 143 | 110 mm |
| 144 | 150 mm |
| 145 | Providing Cylinderical Door lock 60 to 100 mm |
| 146 | Roller Blind Set (Accessories) |
| 147 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil |
| 148 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil |
| 149 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil |
| 150 | Pipes, cables etc, not exceeding 80 mm dia. |
| 151 | Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia |
| 152 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 153 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 154 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil |
| 155 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 156 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 157 | All works upto plinth level |
| 158 | Concrete of M10 grade with minimum cement content of 220 kg /cum |
| 159 | Concrete of M15 grade with minimum cement content of 240 kg /cum |
| 160 | Concrete of M20 grade with minimum cement content of 270 kg /cum |
| 161 | Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 162 | All works above plinth and upto floor V level |
| 163 | Concrete of M10 grade with minimum cement content of 220 kg /cum |
| 164 | Concrete of M15 grade with minimum cement content of 240 kg /cum |
| 165 | Concrete of M20 grade with minimum cement content of 270 kg /cum |
| 166 | Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 167 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 168 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 169 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 170 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 171 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 172 | Foundations, footings, bases of columns, etc. for mass concrete |
| 173 | Lintels, beams, plinth beams, girders, walls, bressumers and cantilevers |
| 174 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 175 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level. |
| 176 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 177 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mixor bear the cost of extra cement. |
| 178 | All works upto plinth level |
| 179 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 180 | All works above plinth level upto floor V level |
| 181 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 182 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: |
| 183 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 184 | Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 185 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : |
| 186 | With Modular bricks |
| 187 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : |
| 188 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 189 | cement mortar 1:4 (1 cement : 4 coarse sand) |
| 190 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. |
| 191 | Cement mortar 1:3 (1 cement :3 coarse sand) |
| 192 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 193 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
| 194 | Granite stone slab colour black, Cherry/Ruby red |
| 195 | Area of slab upto 0.50 sqm |
| 196 | Area of slab over 0.50 sqm |
| 197 | Granite stone slab all colour and texture except black, Cherry/Ruby red |
| 198 | Area of slab upto 0.50 sqm |
| 199 | Area of slab over 0.50 sqm |
| 200 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Wedge expansion type |
| 201 | Fastener with threaded dia 6 mm |
| 202 | Fastener with threaded dia 10 mm |
| 203 | Fastener with threaded dia 12 mm |
| 204 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length. |
| 205 | Second class teak wood |
| 206 | Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer- in-charge and panelling with panels of :(Note:- Butt hinges and necessary screws shall be paid separately) |
| 207 | 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, three layer particle board FPT- I or graded wood particle board FPT- I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and prelaminated conforming to IS : 12823, Grade 1, Type - II marked : |
| 208 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 209 | Fixed to openings /wooden frames with rawl plugs screws etc. |
| 210 | Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineerin-charge. |
| 211 | Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with stainless steel rollers to run inside C or E aluminium channel section |
| 212 | Providing and fixing to existing door frames. 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places |
| 213 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. |
| 214 | With 2nd class teak wood beading 62X19 mm |
| 215 | With 12 mm mild steel U beading |
| 216 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. |
| 217 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 218 | M.S. tube |
| 219 | G.I. pipes |
| 220 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, |
| 221 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 222 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. |
| 223 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) Acid and alkali resistant tile |
| 224 | In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) Acid and alkali resistant tile |
| 225 | Kota stone slab 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) : 25 mm thick |
| 226 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 227 | Size of Tile 600x600 mm |
| 228 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. |
| 229 | Glazed vitrified floor tiles polished finish of size |
| 230 | Size of Tile 600 x 600 mm |
| 231 | Size of Tile 600 x 1200 mm |
| 232 | Size of Tile 800 x 1200 mm |
| 233 | Glazed Vitrified tiles Matt/Antiskid finish of size |
| 234 | Size of Tile 600 x 600 mm |
| 235 | Size of Tile 600 x 1200 mm |
| 236 | Size of Tile 800 x 1200 mm |
| 237 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. |
| 238 | Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete |
| 239 | 6 mm thick Cement fiber board as per IS: 14862 |
| 240 | 6 mm thick Cement bonded wood particle board as per IS:14276 |
| 241 | Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frameFlat surfaces |
| 242 | Providing and fixing on wall face unplasticised Rigid PVC rain water/drain pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes and including all fittings like clamps etc. |
| 243 | 75 mm diameter |
| 244 | 110 mm diameter |
| 245 | Providing and fixing on wall face unplasticised Rigid PVC drain pipes conforming including all fittings like clamps,tee, Vent cap etc. and as per direction of EIC. |
| 246 | 75 mm diameter |
| 247 | 110 mm diameter |
| 248 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes/drain pipe conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 249 | Coupler |
| 250 | 75 mm |
| 251 | 110 mm |
| 252 | Single pushfit Coupler |
| 253 | 75 mm |
| 254 | 110 mm |
| 255 | Single tee with door |
| 256 | 75x75x75 mm |
| 257 | 110x110x110 mm |
| 258 | Single tee without door |
| 259 | 75x75x75 mm |
| 260 | 110x110x110 mm |
| 261 | Bend 87.5° |
| 262 | 75 mm bend |
| 263 | 110 mm bend |
| 264 | Shoe (Plain) |
| 265 | 75 mm Shoe |
| 266 | 110 mm Shoe |
| 267 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- 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. |
| 268 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm 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 T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. |
| 269 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. |
| 270 | CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : |
| 271 | 1:4 (1 cement: 4 fine sand) |
| 272 | 1:6 (1 cement: 6 fine sand) |
| 273 | CEMENT PLASTER (IN FINE SAND) 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 274 | 1:4 (1 cement: 4 fine sand) |
| 275 | 1:6 (1 cement: 6 fine sand) |
| 276 | CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix : |
| 277 | 1:4 (1 cement: 4 coarse sand) |
| 278 | 1:6 (1 cement: 6 coarse sand) |
| 279 | CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 280 | 1:4 (1 cement: 4 coarse sand) |
| 281 | 1:6 (1 cement: 6 coarse sand) |
| 282 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: |
| 283 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 284 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 285 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 286 | Painting with aluminium paint of approved brand and manufacture to give an even shade . |
| 287 | Two or more coats on new work |
| 288 | Providing and applying white cement based putty of average thickness 1 mm two or more coat, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 289 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
| 290 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 291 | 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. |
| 292 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 293 | Painting with oil type wood preservative of approved brand and manufacture: |
| 294 | Old work (one or more coats) |
| 295 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: |
| 296 | One or more coats on old work |
| 297 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 298 | One or more coats on old work |
| 299 | Painting with aluminium paint of approved brand and manufacture to give an even shade: |
| 300 | One or more coats on old work |
| 301 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade |
| 302 | Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface |
| 303 | Melamine polishing on wood work (one or more coat). |
| 304 | Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. |
| 305 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete |
| 306 | Old work (One or more coats) |
| 307 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 308 | With cement mortar 1:4 (1 cement : 4 fine sand) |
| 309 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 310 | Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of Engineer-in-Charge. |
| 311 | For door/ window/ clerestory window |
| 312 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 313 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) |
| 314 | Supplying and fixing new wooden fillets wherever necessary: |
| 315 | 2nd class teak wood fillets |
| 316 | Renewal of old putty of glass panes (length) |
| 317 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joiningwith cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 318 | Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. |
| 319 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) |
| 320 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. |
| 321 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm |
| 322 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. |
| 323 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. |
| 324 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 325 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 326 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 327 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 328 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 329 | In cement mortar |
| 330 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 331 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 332 | For thickness of tiles 10 mm to 25 mm |
| 333 | For thickness of tiles above 25 mm and up to 40 mm |
| 334 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: |
| 335 | G.S./ G.I. Sheet |
| 336 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
| 337 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 338 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 339 | Supplying at site : |
| 340 | R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately). |
| 341 | Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one sideonly, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. |
| 342 | With G.I. barbed wire |
| 343 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on oneside only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used |
| 344 | With G.I. barbed wire |
| 345 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 346 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height ofwall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 347 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 348 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. |
| 349 | Made of G.I. wire of dia 4 mm |
| 350 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 351 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 352 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 353 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 354 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 355 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 356 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) |
| 357 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 358 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 359 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 360 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 361 | W.C. pan with ISI marked white solid plastic seat and lid |
| 362 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 363 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 364 | White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap |
| 365 | White Vitreous China Flat back wash basin size 450x300 mm with single 15mm C.P. brass pillar tap |
| 366 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. |
| 367 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 368 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall |
| 369 | 15 mm nominal dia Pipes |
| 370 | 20 mm nominal dia Pipes |
| 371 | 25 mm nominal dia Pipes |
| 372 | 40 mm nominal dia Pipes |
| 373 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. |
| 374 | 15 mm nominal dia Pipes |
| 375 | 20 mm nominal dia Pipes |
| 376 | 25 mm nominal dia Pipes |
| 377 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work |
| 378 | 15 mm nominal dia Pipes |
| 379 | 20 mm nominal dia Pipes |
| 380 | 25 mm nominal dia Pipes |
| 381 | 40 mm nominal dia Pipes |
| 382 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc External work |
| 383 | 25 mm dia nominal bore |
| 384 | 50 mm dia nominal bore |
| 385 | 65 mm dia nominal bore |
| 386 | 80 mm dia nominal bore |
| 387 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 388 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. |
| 389 | Providing and fixing PTMT grating of approved quality and colour. |
| 390 | Circular type |
| 391 | 100 mm nominal dia |
| 392 | 125 mm nominal dia with 25 mm waste hole |
| 393 | Rectangular type with openable circular lid |
| 394 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating |
| 395 | Supplying and fixing C.I. cover without frame for manholes : |
| 396 | 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg |
| 397 | 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg |
| 398 | 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg |
| 399 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : |
| 400 | For pipes 100 to 250 mm diameter |
| 401 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. |
| 402 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 403 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred 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. |
| 404 | For fixed portion |
| 405 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 406 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required |
| 407 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 408 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge. |
| 409 | Pre-laminated particle board with decorative lamination on both sides |
| 410 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / 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): |
| 411 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 412 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of |
| 413 | Upto 5mm depth and 5 mm width |
| 414 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc.complete. |
| 415 | Providing and fixing 12 mm thick frameless toughened glass door shutter/frame/partition of approved brand and manufacture, including providing anf fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc to be paid separately). |
| 416 | Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 |
| 417 | Upto 10 mm depth and 10 mm width |
| 418 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of allthe structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. |
| 419 | Supplying, transporting, storing, fabricating in position and testing/examining bolted and/or weldedSTRUCTURAL STEEL WORKS at all levels and locations including all builtup sections/compound sections made out of rolled sections and/or plates/bent plates in trusses, purlins, wind ties, wind girders, columns, portals, racks, frameworks, crane gantries, surge girders, bracings, floor beams, lifting beams, monorails, platforms, staircases (excluding chequered plates and gratings), ladders, stoppers, brackets, side runners, sagrods, supports for equipment and technological accesories and process piping, hand railings, posts, conveyor galleries, trestles, towers, masts, junction houses etc., cutting to required size, straightening/bending if required, edge preparation, cleaning, preheating, bolting/welding of joints, (including sealing the joints of box sections with continuous welding), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings and applying primer after fabrication as per specification (for normal corrosive environment), etc. all complete. |
| 420 | Supplying, fabricating and fixing of rolling shutters of approved make, as per IS:6248, made of MS laths interlocked together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangement for inside and outside locking, top cover, spring and complete with two coats of synthetic enamel paint of approved shade and colour over a primer coat, making chases in wall/floor, grouting the clamps in PCC -M15 (20mm down size aggregate) all complete as per specifications, drawings and instruction of Engineer with 80x1.25mm thick MS laths, push and pull hand operated with mechanical device chain and crank. The rolling shutter should have provision of manual opening by operating handle from outside. Necessary hardware viz. bushing, handle, gear box etc is included in the item scope. |
| 421 | Providing and fixing FALSE CEILING board only price |
| 422 | Applying one or more coat of solvent thinnable cement primer of approved brand(Asianpaints DecoPrime Cement Primer (ST), Berger BP White Primer (ST), Nerolac Popular Primer White (ST)) and manufacture on wall surface as per detailed technical specification and direction of EIC. |
| 423 | Surface cleaning/preparation of wood and metal surfaces prior to application of painting and primer which includes cleaning of surface with sand paper, removing the rust from the surface etc. all complete and as per detailed technical specification and direction of EIC. |
| 424 | Letter Writing on Buildings in appropriate sizes shapes, font & colour, bilingual etc all complete with acrylic emulsion paint of all shades. The job shall be executed in presence of Supervisor.Note: For measurement purpose length shall be measured from top most point of first alphabet to top most point of last alphabet and breadth shall be measured from top most point of first alphabet to bottom most point of first alphabet. |
| 425 | Services of Auto Sliding Door, as Per Direction of EIC |
| 426 | Providing and fixing sun film of desired shade and colour to protect sun light as per direction of EIC |
| 427 | Providing & Fixing PVC Carpet 2mm to 4mm Thickness as per directon of EIC and of Different colour and shades. |
| 428 | Repairing of Aluminium door/ Windows |
| 429 | Providing and fixing Roller Blind including cartage, Tube, Brackets, Control End/ Plunger End, Chain, Bottom Bar etc. all included and as per direction of EIC. |
| 430 | Providing and Fixing of all fittings as per direction of Engineer-In-Charge.Note: The hardware should be used of brands like Ozone,Hafele, Hettich,Taiton |
| 431 | Double action double cylinder hydraulic floor spring of 120 kg (black) 500000 cycle tested , for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates complete as per the direction of Engineer-in-charge. |
| 432 | Double action double cylinder hydraulic floor spring of 270 kg or 300 kg (black) 500000 cycle tested , for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates complete as per the direction of Engineer-in-charge. |
| 433 | Top patch (black) |
| 434 | Bottom patch (black) |
| 435 | Pivot (black) |
| 436 | Aluminium pipe 100 mm* 50 mm black powder coating per kg |
| 437 | Half Moon Door stopper (black pvdf/ teflon/ electrolating) |
| 438 | Glass to glass lock or glass to wall lock (black) |
| 439 | Handle (25mm*302mm*450mm) (black) h type |
| 440 | Handle (25mm*600mm) black h type |
| 441 | Glass to glass hydraulic hinges (black) |
| 442 | Providing and fixing |
| 443 | Control Plate (Flush Plate) including all fittings, of make Jaquar: Product id -JCP-CHR-352415 |
| 444 | 2 way C.P. brass bib cock including all fittings, of make Jaquar: Product id -VGP-81041 |
| 445 | Hand Shower (Health Faucet) including all fittings of make Jaquar: Product id -ALD-573 |
| 446 | Basin with fixing accessories all complete of make Jaquar: Product id -JDS-WHT-25907N |
| 447 | Sensor Faucet for Wash Basin including all fittings, of make Jaquar: Product id -SNR-51449 |
| 448 | Waste Coupling for Wash Basin including all fittings, of make Jaquar: Product id - ALD-727L130 |
| 449 | Bottle Trap for Wash Basin including all fittings, of make Jaquar: Product id -ALD-769L300x190 |
| 450 | Toilet Roll holder with stainless steel flap including all fittings, of make Jaquar: Product id -AKP-35753PS |
| 451 | Urinal with fixing accessories complete including all cutting and making good the walls and floors wherever required, of make Jaquar: Product id -URS-WHT-13263 |
| 452 | Urinal Sensor Complete Set with Installation Box (Battery Operated) of make Jaquar |
| 453 | Automatic Soap Dispenser with Complete Set of make Jaquar: Product id - SDR-BLC-DJ0160AS or Dolphy: Product id -DSDR0112-S |
| 454 | HAND DRYER with Complete Set of make Jaquar: Product id - HDR-SLV-AK2030, Dolphy: Product id -DAHD0053 or Dyson: Product id - Airblade Db |
| 455 | WC with seat cover, Hinges, Fixing Accessories Set, S/P-Trap complete including all cutting and making good the walls and floors wherever required, of make Jaquar: Product id -DRS-WHT-37953BIUFSM or Kohler: Product id - K-20217IN-S-0 |
| 456 | Concealed Tank, Installations Kit including all cutting and making good the walls and floors wherever required, of make Jaquar: Product id -JCS-WHT-2400S or Kohler: Product id-K-26351IN-M-NA |
| 457 | NAHANI TRAP / with cover Cost of providing and fixing Nahani trap/ 'P' trap set with SS Jali/cover in 1:2:4 concrete and jointed with spun hemp & doing necessary lead caulking and making necessary 1:2:4 concrete cistern, when req. and plastering with water-proof compound to a smooth finish . |
| 458 | Sensor Faucet Components |
| 459 | Infrared Sensor Eye for Sensor Faucet for Wash Basin |
| 460 | 1.5V AA batteries for Sensor Faucet for Wash Basin |
| 461 | Aerator / Flow Regulator for Sensor Faucet for Wash Basin |
| 462 | Control Box / PCB Controller for Sensor Faucet for Wash Basin |
| 463 | Filter Screen (Jali) for Sensor Faucet for Wash Basin |
| 464 | Urinal Sensor Components |
| 465 | 9V Lithium Battery Ultralife 1200 mAh for Urinal Sensor |
| 466 | Sensor Eye for Urinal Sensor |
| 467 | Solenoid Valve for Urinal Sensor |
| 468 | Filter Screen (Jali) for Urinal Sensor |
| 469 | Reimbursement of unforseen requirement for items purchased through vouchers/bills + 15% on account of contractor's profit & overhead for such items other than the tender items required under this contract. Note: This is the lump sum amount kept for purchasing of the material or for paying of cost of repairing, inspection of experts / mechanics / Architects / consultant or any other necessary expenditure which is required to run the contract successfully throught the contract period. This line item will be executed for the items/services that are not available under above SOR and neither in Latest DSR. The bidder shall take prior permission of E-I-C before executing of this item. |
| 470 | PART-A Manpower Services: GAIL ColonyThe estimated rate below for Part-A includes basic wage, PF and sufficient margin towards overheads i.e. minimum infrastructure to be maintained by the bidder for execution of the contract, running office expenses, coordination with Statutory Authorities, charges towards Bank Guarantees (BG), interest on working capital, documentation charge and reasonable profit margin. The reimbursement due to any upward revision of wages shall be limited only to the statutory wage components i.e. wages, PF, ESI /EC, Bonus and Leave wages and the impact of revision on wages shall not be allowed on i) overheads considered in the estimate ii) percentage of #Service Charge” quoted by bidder in the SOR. The Bidder undertakes that he has completely understood both financial and non-financial implications towards the statutory and non-statutory components involved in deployment of resources as per the tender document including Scope of work and Special Conditions of Contract (SCC) including: a) Standard Conditions of SCC Part-I, b) Standard Conditions of SCC Part-II, Part-III, Part-IV c) Standard Conditions of SCC Part V. The bidder undertakes that he has quoted the #Service Charge” / Rates considering all the above stipulations / conditions and the undertaking for the same is enclosed. |
| 471 | Providing services of 02 no of skilled resources (01 no. of carpenter, 01 no. of Plumber) in general shift for 8 hrs. at GAIL Hazira Compressor Station.The service includes all tools and tackles required to perform the plumbing duties as described elsewhere in tender document. Consumables like nails, pins,nuts ,bolts,lubrication oil , Dhaga, safeda, tube, jute, ropes etc shall be in the scope of the contractor and no payment shall be made for any of such items otherwise mentioned in SOR or in tender document. |
| 472 | Monthly Wages towards Services of Skilled Category including PF along with admin. charges (@13%). |
| 473 | Bonus / Ex-gratia for Skilled resource @ 8.33% of Minimum Monthly Wages (to be released on yearlybasis) |
| 474 | Provision for leave with wages for Skilled resource @ 4.81% of Minimum Monthly Wages (to bereleased at the end of employment/completion of contract) |
| 475 | Payment of Overheads for Skilled |
| 476 | Providing services of total 03 no. of semi-skilled resources (03 no of Plumbing Helper) for 8 hrsrespectively at GAIL New Colony.The service includes all tools and tackles required to perform the plumbing duties as described elsewhere in tender document. Consumables like nails, pins, nuts, bolts, lubrication oil, Dhaga, safeda, tube, jute, ropes etc shall be in the scope of the contractor and no payment shall be made for any of such items otherwise mentioned in SOR or in tender document. |
| 477 | Monthly Wages towards Services of Semi-skilled Category including PF along with admin. charges(@13%) and ESIC (@3.25%). |
| 478 | Monthly Wages towards Services of Skilled Category including PF along with admin. charges (@13%). |
| 479 | Provision for leave with wages for Semi-skilled resource @ 4.81% of Minimum Monthly Wages (to bereleased at the end of employment/completion of contract) |
| 480 | Payment of Overheads for Semi-skilled Service Charge In addition to above GAIL shall reimburse charges towards Wage Escalation, Group Personal Accident Insurance Policy, PMSBY & PMJJBY, Uniform/PPE/ applicable kits & liveries and others etc. when due during the contract period at actuals against documentary proof as per terms & conditions of tender/ as per company rules. |
| 481 | PART-B Item Rate ServicesThe estimated rate below for Part-B includes Supply and Fixing of approved quality materials at site including royalty, carriage, tax and duties etc. all complete. In order to install articles/materials, required man power shall be in the scope of the contractor. However, deployed man power through PART \\"A\\" of SOR may be utilized in case of availability in their free time etc. all complete and as directed by EIC |
| 482 | Supply of Tractor Trolley with Driver & Diesel for 08 Hours Full Day as per Direction of EIC |
| 483 | Supply of Water tanker 5000 litre as per Direction of EIC |
| 484 | Supply of JCB with Driver & Diesel for 08 hours full day as per direction of EIC |
| 485 | Supply of Suction Jeting machine 1500 PSI machine i/c POL and operator for 08 hours as per Direction of EIC |
| 486 | Hiring of welder/Painter |
| 487 | Hiring of Mason/fitter |
| 488 | Hiring of Helper/Sweeper/unskilled labour |
| 489 | Portland Cement (OPC-43 Grade) |
| 490 | White Cement |
| 491 | Stainless steel SS grade 304 , curtain rod |
| 492 | 25 mm dia 1.20mm thick |
| 493 | Stainless steel SS grade 304, brackets ( curtain rod) |
| 494 | 25 mm dia 1.20mm thick |
| 495 | Chromium plated Brass butt hinges |
| 496 | (light/ordinary) type 75x40x2.5 mm |
| 497 | Chromium plated Brass handles |
| 498 | 125 mm with plate 175 x32 mm |
| 499 | Oxidised mild steel butt hinges |
| 500 | 100x58x1.90 mm |
| 501 | Oxidised mild steel sliding door bolt |
| 502 | 300x16 mm |
| 503 | 250x16 mm |
| 504 | Oxidised mild steel tower bolt (barrel type) |
| 505 | 100x10 mm |
| 506 | Oxidised mild steel handles |
| 507 | 125 mm |
| 508 | Anodised Aluminium handles |
| 509 | 125 mm with plate 175 x 32 mm |
| 510 | Decorative plywood 4 mm |
| 511 | Acrylic distemper 1st quality , having VOC content less than 50 grams/ litre |
| 512 | White cement based putty |
| 513 | Aluminium paint |
| 514 | Putty for wood work |
| 515 | GI Wire mesh 100x100 mm |
| 516 | Tile fixing chemical adhesive |
| 517 | Silicon based join sealant for tiles |
| 518 | Epoxy based sealing Compound |
| 519 | Acrylic based sealing compound |
| 520 | S.C.I. gully or nahani grating 100 mm dia |
| 521 | Unplasticised P.V.C. connection pipe with brass union |
| 522 | 45 cm long 15 mm bore |
| 523 | White plastic seat (solid) with lid C.P. brass hinges and rubber buffers |
| 524 | C.P. brass toilet paper holder of standard size |
| 525 | H.P. or L.P. ball valve with polythene floats: |
| 526 | 25 mm dia |
| 527 | Brass full way valve with C.I. wheel |
| 528 | 50 mm dia |
| 529 | Epoxy adhesive |
| 530 | commercial ply |
| 531 | 12 mm |
| 532 | 18 mm |
| 533 | Brass cupboard lock 6 levers of approved quality |
| 534 | 65 mm size |
| 535 | Hydraulic door closer bottle type M.S. body with necessary accessories and screws complete |
| 536 | Anodised Aluminium hanging type door stopper |
| 537 | Anodised Aluminium Casement stay 250 mm |
| 538 | Pre-laminated with decorative lamination on both side exterior Grade-I MDF Board 12 mm thick confirming to IS:14587 |
| 539 | Pre-laminated with decorative lamination on both side exterior Grade-I MDF Board 18 mm thick confirming to IS:14587 |
| 540 | Solid foam uPVC sheet 20mm thick pre laminated on both side |
| 541 | 19mm thick prelaminated ply |
| 542 | Common burnt clay F.P.S. (non modular) bricks class designation 7.5 |
| 543 | 6 mm thick High performance glass (Toughned Glass) |
| 544 | Factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter |
| 545 | 35 mm thick |
| 546 | Factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter |
| 547 | 18 mm thick |
| 548 | 25 mm thick |
| 549 | 6 mm thick |
| 550 | 12 mm thick |
| 551 | Hydraulic door closer tubular type Aluminium section body |
| 552 | Flexible (coil shaped) PVC waste pipe for sink and wash basin |
| 553 | 32mm dia with length not less than 700 mm i/c PVC waste fittings |
| 554 | 40 mm dia with length not less than 700 mm i/c PVC waste fittings |
| 555 | CP Brass wall mixer of approved make |
| 556 | U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe |
| 557 | 75 mm dia |
| 558 | 110 mm dia |
| 559 | uPVC coupler for UPVC drainage pipes |
| 560 | 75 mm |
| 561 | 110 mm |
| 562 | uPVC single equal Tee |
| 563 | (without door) 75x75x75 mm |
| 564 | (without door) 110x110x110 mm |
| 565 | (with door) 75x75x75 mm |
| 566 | Tee (with door) 110x110x110 mm |
| 567 | UPVC bend 87.5° |
| 568 | 75 mm bend |
| 569 | 110 mm bend |
| 570 | UPVC plain shoe |
| 571 | 75 mm |
| 572 | 110 mm |
| 573 | UPVC pipe clip |
| 574 | 75 mm |
| 575 | 110 mm |
| 576 | C.P. Brass bibcock 15 mm |
| 577 | C.P. Brass long nose bibcock 15 mm |
| 578 | C.P. Brass long body bibcock 15 mm |
| 579 | C.P. Brass stop cock (concealed) 15 mm |
| 580 | C.P. Brass angle valve 15 mm |
| 581 | 25 mm thick particle board |
| 582 | P.V.C. automatic flushing cistern |
| 583 | 10 litre capacity |
| 584 | 15 mm PTMT bib cock |
| 585 | 15 mm PTMT bib cock with flange (fancy) |
| 586 | 15 mm PTMT bib cock long body with flange |
| 587 | PTMT stop cock |
| 588 | 15 mm dia |
| 589 | 20 mm dia |
| 590 | Door eye |
| 591 | PTMT Ball Cock complete with Epoxy Coated Aluminium Rod & H.D. Ball |
| 592 | 15 mm |
| 593 | 20 mm |
| 594 | 25 mm |
| 595 | PTMT Soap Dish/Holder 138x102x75 mm |
| 596 | Turpentine oil |
| 597 | P.T.M.T. Grating square slit 150 mm |
| 598 | Stainless steel telescopic drawer channels |
| 599 | 300mm long |
| 600 | 500mm long |
| 601 | Stainless steel (Grade-304) basket (readymade) |
| 602 | Stainless steel roller for sliding arrangement in racks/ cupboards/cabinets shutter |
| 603 | Magnetic catcher triple strip vertical type |
| 604 | Magnetic catcher double strip horizontal type |
| 605 | 1.5 mm thick decorative laminated sheet |
| 606 | 1.0 mm thick decorative laminated sheet |
| 607 | Toughened glass 12 mm thickness |
| 608 | C.P. Brass pillar cock 15 mm |
| 609 | GI fittings for small repair works for plumbing |
| 610 | Elbow , tee, nipple, union, socket, reducer etc. ( 15mm To 25 mm nominal bore). |
| 611 | Elbow , tee, nipple, union, socket, reducer etc. (Nominal bore above 25 mm to 50mm nominal bore). |
| 612 | CPVC pipe fittings bend , tees, elbows, reducers ,connectors ,FTA,MTA,Reducer tee, tank adaptor, cross tee, reducer bush, brass insert of tee,FTA, MTA Hexagonal male female, couplers , class two ISI mark for rain water ,soil , etc. including injection moulded fittings with bosses where required with sealing grooves , jointing with rubber rings, cutting and making good the walls and floors as required at site |
| 613 | 15 mm |
| 614 | 25 mm |
| 615 | 40 mm |
| 616 | 50 mm |
| 617 | 75 mm |
| 618 | CPVC Valve |
| 619 | 15 mm |
| 620 | 25 mm |
| 621 | 40 mm |
| 622 | 50 mm |
| 623 | 75 mm |
| 624 | PVC rain water spout |
| 625 | 110 mm |
| 626 | Providing Cylinderical Door lock 60 to 100 mm |
| 627 | Roller Blind Set (Accessories) |
| 628 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil |
| 629 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil |
| 630 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil |
| 631 | Pipes, cables etc, not exceeding 80 mm dia. |
| 632 | Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia |
| 633 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 634 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 635 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil |
| 636 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 637 | All works upto plinth level : |
| 638 | Concrete of M10 grade with minimum cement content of 220 kg /cum |
| 639 | Concrete of M15 grade with minimum cement content of 240 kg /cum |
| 640 | Concrete of M20 grade with minimum cement content of 270 kg /cum |
| 641 | Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 642 | All works above plinth and upto floor V level |
| 643 | Concrete of M10 grade with minimum cement content of 220 kg /cum |
| 644 | Concrete of M15 grade with minimum cement content of 240 kg /cum |
| 645 | Concrete of M20 grade with minimum cement content of 270 kg /cum |
| 646 | Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 647 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 648 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 649 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing andreinforcement : |
| 650 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 651 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 652 | Foundations, footings, bases of columns, etc. for mass concrete |
| 653 | Lintels, beams, plinth beams, girders, walls, bressumers and cantilevers |
| 654 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 655 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level. |
| 656 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 657 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mixor bear the cost of extra cement. |
| 658 | All works upto plinth level |
| 659 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 660 | All works above plinth level upto floor V level |
| 661 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 662 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: |
| 663 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 664 | Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 665 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : |
| 666 | With Modular bricks |
| 667 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : |
| 668 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 669 | cement mortar 1:4 (1 cement : 4 coarse sand) |
| 670 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. |
| 671 | Cement mortar 1:3 (1 cement :3 coarse sand) |
| 672 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 673 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
| 674 | Raj Nagar Plain white marble/ Udaipur green marble/ Zebrablack marble |
| 675 | Area of slab upto 0.50 sqm |
| 676 | Area of slab over 0.50 sqm |
| 677 | Granite stone slab colour black, Cherry/Ruby red |
| 678 | Area of slab upto 0.50 sqm |
| 679 | Area of slab over 0.50 sqm |
| 680 | Granite stone slab all colour and texture except black, Cherry/Ruby red |
| 681 | Area of slab upto 0.50 sqm |
| 682 | Area of slab over 0.50 sqm |
| 683 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Wedge expansion type |
| 684 | Fastener with threaded dia 6 mm |
| 685 | Fastener with threaded dia 10 mm |
| 686 | Fastener with threaded dia 12 mm |
| 687 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length. |
| 688 | Second class teak wood |
| 689 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 690 | Fixed to openings /wooden frames with rawl plugs screws etc. |
| 691 | Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineerin-charge. |
| 692 | Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with stainless steel rollers to run inside C or E aluminium channel section |
| 693 | Providing and fixing to existing door frames. 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places |
| 694 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. |
| 695 | With 2nd class teak wood beading 62X19 mm |
| 696 | With 12 mm mild steel U beading |
| 697 | Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-incharge. |
| 698 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 699 | M.S. tube |
| 700 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, |
| 701 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 702 | Kota stone slab 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) : 25 mm thick |
| 703 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 704 | Size of Tile 600x600 mm |
| 705 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. |
| 706 | Glazed vitrified floor tiles polished finish of size |
| 707 | Size of Tile 600 x 600 mm |
| 708 | Size of Tile 600 x 1200 mm |
| 709 | Glazed Vitrified tiles Matt/Antiskid finish of size |
| 710 | Size of Tile 600 x 600 mm |
| 711 | Size of Tile 600 x 1200 mm |
| 712 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. |
| 713 | Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frameFlat surfaces |
| 714 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 715 | 75 mm diameter |
| 716 | 110 mm diameter |
| 717 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 718 | Coupler |
| 719 | 75 mm |
| 720 | 110 mm |
| 721 | Single pushfit Coupler |
| 722 | 75 mm |
| 723 | 110 mm |
| 724 | Single tee with door |
| 725 | 75x75x75 mm |
| 726 | 110x110x110 mm |
| 727 | Single tee without door |
| 728 | 75x75x75 mm |
| 729 | 110x110x110 mm |
| 730 | Bend 87.5° |
| 731 | 75 mm bend |
| 732 | 110 mm bend |
| 733 | Shoe (Plain) |
| 734 | 75 mm Shoe |
| 735 | 110 mm Shoe |
| 736 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- 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. |
| 737 | CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : |
| 738 | 1:4 (1 cement: 4 fine sand) |
| 739 | 1:6 (1 cement: 6 fine sand) |
| 740 | CEMENT PLASTER (IN FINE SAND) 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 741 | 1:4 (1 cement: 4 fine sand) |
| 742 | 1:6 (1 cement: 6 fine sand) |
| 743 | CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix : |
| 744 | 1:4 (1 cement: 4 coarse sand) |
| 745 | 1:6 (1 cement: 6 coarse sand) |
| 746 | CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 747 | 1:4 (1 cement: 4 coarse sand) |
| 748 | 1:6 (1 cement: 6 coarse sand) |
| 749 | Painting with aluminium paint of approved brand and manufacture to give an even shade . |
| 750 | Two or more coats on new work |
| 751 | Providing and applying white cement based putty of average thickness 1 mm two or more coat, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 752 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
| 753 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 754 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 755 | Painting with oil type wood preservative of approved brand and manufacture: |
| 756 | Old work (one or more coats) |
| 757 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: |
| 758 | One or more coats on old work |
| 759 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 760 | One or more coats on old work |
| 761 | Painting with aluminium paint of approved brand and manufacture to give an even shade: |
| 762 | One or more coats on old work |
| 763 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade |
| 764 | Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface |
| 765 | Melamine polishing on wood work (one or more coat). |
| 766 | Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. |
| 767 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 768 | With cement mortar 1:4 (1 cement : 4 fine sand) |
| 769 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 770 | Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of Engineer-in-Charge. |
| 771 | For door/ window/ clerestory window |
| 772 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 773 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) |
| 774 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 775 | Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. |
| 776 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) |
| 777 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. |
| 778 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm |
| 779 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-(i) Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. |
| 780 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. |
| 781 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. |
| 782 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 783 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 784 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 785 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 786 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 787 | In cement mortar |
| 788 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 789 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 790 | For thickness of tiles 10 mm to 25 mm |
| 791 | For thickness of tiles above 25 mm and up to 40 mm |
| 792 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: |
| 793 | G.S./ G.I. Sheet |
| 794 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
| 795 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 796 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 797 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used |
| 798 | With G.I. barbed wire |
| 799 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 800 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height ofwall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 801 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 802 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 803 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 804 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 805 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) |
| 806 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 807 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 808 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern |
| 809 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 810 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: |
| 811 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 812 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 813 | W.C. pan with ISI marked white solid plastic seat and lid |
| 814 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 815 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 816 | White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap |
| 817 | White Vitreous China Flat back wash basin size 450x300 mm with single 15mm C.P. brass pillar tap |
| 818 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : |
| 819 | Kitchen sink with drain board |
| 820 | 510x1040 mm bowl depth 250 mm |
| 821 | 510x1040 mm bowl depth 178 mm |
| 822 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. |
| 823 | 10 litre capacity - White |
| 824 | Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : |
| 825 | White solid plastic seat with lid |
| 826 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. |
| 827 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 828 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 829 | Providing and fixing toilet paper holder : |
| 830 | C.P. brass |
| 831 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall |
| 832 | 15 mm nominal dia Pipes |
| 833 | 25 mm nominal dia Pipes |
| 834 | 40 mm nominal dia Pipes |
| 835 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. |
| 836 | 15 mm nominal dia Pipes |
| 837 | 25 mm nominal dia Pipes |
| 838 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work |
| 839 | 15 mm nominal dia Pipes |
| 840 | 25 mm nominal dia Pipes |
| 841 | 40 mm nominal dia Pipes |
| 842 | 80 mm nominal dia Pipes |
| 843 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : |
| 844 | 100 mm diameter |
| 845 | 150 mm diameter |
| 846 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 847 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. |
| 848 | Providing and fixing PTMT grating of approved quality and colour. |
| 849 | Rectangular type with openable circular lid |
| 850 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating |
| 851 | Supplying and fixing C.I. cover without frame for manholes : |
| 852 | 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg |
| 853 | 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg |
| 854 | 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg |
| 855 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : |
| 856 | For pipes 100 to 250 mm diameter |
| 857 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred 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. |
| 858 | For fixed portion |
| 859 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 860 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required |
| 861 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 862 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / 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): |
| 863 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 864 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. |
| 865 | Upto 5mm depth and 5 mm width |
| 866 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc.complete. |
| 867 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing anf fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc to be paid separately). |
| 868 | Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 |
| 869 | Upto 10 mm depth and 10 mm width |
| 870 | 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). |
| 871 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 872 | Supplying, transporting, storing, fabricating in position and testing/examining bolted and/or welded STRUCTURAL STEEL WORKS at all levels and locations including all builtup sections/compound sections made out of rolled sections and/or plates/bent plates in trusses, purlins, wind ties, wind girders, columns, portals, racks, frameworks, crane gantries, surge girders, bracings, floor beams, lifting beams, monorails, platforms, staircases (excluding chequered plates and gratings), ladders, stoppers, brackets, side runners, sagrods, supports for equipment and technological accesories and process piping, hand railings, posts, conveyor galleries, trestles, towers, masts, junction houses etc., cutting to required size, straightening/bending if required, edge preparation, cleaning, preheating, bolting/welding of joints, (including sealing the joints of box sections with continuous welding), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings and applying primer after fabrication as per specification (for normal corrosive environment), etc. all complete. |
| 873 | Applying one or more coat of solvent thinnable cement primer of approved brand(Asianpaints DecoPrime Cement Primer (ST), Berger BP White Primer (ST), Nerolac Popular Primer White (ST)) and manufacture on wall surface as per detailed technical specification and direction of EIC. |
| 874 | Surface cleaning/preparation of wood and metal surfaces prior to application of painting and primer which includes cleaning of surface with sand paper, removing the rust from the surface etc. all complete and as per detailed technical specification and direction of EIC. |
| 875 | Letter Writing on Buildings in appropriate sizes shapes, font & colour, bilingual etc all complete with acrylic emulsion paint of all shades. The job shall be executed in presence of Supervisor.Note: For measurement purpose length shall be measured from top most point of first alphabet to top most point of last alphabet and breadth shall be measured from top most point of first alphabet to bottom most point of first alphabet. |
| 876 | Repairing of Aluminium door/ Windows |
| 877 | Providing and fixing Roller Blind including cartage, Tube, Brackets, Control End/ Plunger End, Chain, Bottom Bar etc. all included and as per direction of EIC. |
| 878 | Providing and Fixing of all fittings as per direction of Engineer-In-Charge.Note: The hardware should be used of brands like Ozone,Hafele, Hettich,Taiton |
| 879 | Double action double cylinder hydraulic floor spring of 120 kg (black) 500000 cycle tested , for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates complete as per the direction of Engineer-in-charge. |
| 880 | Top patch (black) |
| 881 | Bottom patch (black) |
| 882 | Pivot (black) |
| 883 | Half Moon Door stopper (black pvdf/ teflon/ electrolating) |
| 884 | Glass to glass lock or glass to wall lock (black) |
| 885 | Handle (25mm*302mm*450mm) (black) h type |
| 886 | Providing and fixing |
| 887 | Control Plate (Flush Plate) including all fittings, of make Jaquar: Product id -JCP-CHR-352415 or Kohler: Product id -K-28476IN-M-CP |
| 888 | 2 way C.P. brass bib cock including all fittings, of make Jaquar: Product id -VGP-81041 |
| 889 | Hand Shower (Health Faucet) including all fittings of make Jaquar: Product id -ALD-573 or Kohler: Product id - K-12925IN-CP |
| 890 | Basin with fixing accessories all complete of make Jaquar: Product id -JDS-WHT-25907N |
| 891 | Sensor Faucet for Wash Basin including all fittings, of make Jaquar: Product id -SNR-51449 |
| 892 | Waste Coupling for Wash Basin including all fittings, of make Jaquar: Product id - ALD-727L130 |
| 893 | Bottle Trap for Wash Basin including all fittings, of make Jaquar: Product id -ALD-769L300x190 |
| 894 | Toilet Roll holder with stainless steel flap including all fittings, of make Jaquar: Product id -AKP-35753PS |
| 895 | Urinal with fixing accessories complete including all cutting and making good the walls and floors wherever required, of make Jaquar: Product id -URS-WHT-13263 |
| 896 | Urinal Sensor Complete Set with Installation Box (Battery Operated) of make Jaquar |
| 897 | Automatic Soap Dispenser with Complete Set of make Jaquar: Product id - SDR-BLC-DJ0160AS or Dolphy: Product id -DSDR0112-S |
| 898 | WC with seat cover, Hinges, Fixing Accessories Set, S/P-Trap complete including all cutting and making good the walls and floors wherever required, of make Jaquar: Product id -DRS-WHT-37953BIUFSM or Kohler: Product id - K-20217IN-S-0 |
| 899 | Concealed Tank, Installations Kit including all cutting and making good the walls and floors wherever required, of make Jaquar: Product id -JCS-WHT-2400S or Kohler: Product id-K-26351IN-M-NA |
| 900 | Brass PILLAR COCK Pillar Cock with 200mm Extension Body of approved quality and brand only with required fitting 20 mm nominal bore Jaquar: Product id - COP-005BPM or Kohler: Product id - K-22539IN-4-CP |
| 901 | Wall Mixer -in-1 bath mixer makes it easy to control the flow of hot and cold water mix through the tub spout Provision for over head shower, with required fitting etc. complete. Jaquar: Product id - FUS-29267 or Kohler: Product id - K-98755IN-4-CP |
| 902 | C.P. OVERHEAD SHOWER with 15 or 20 mm inlet 180mm diameter of approved brand only Jaquar: Product id - OHS-1790 or Kohler: Product id - K-23658IN-CP |
| 903 | Wash basin of approved brand only (Jaguar, Kohler) counter type Oval wash basin, 32 mm C.P. brass waste of standard pattern, including SS connection pipe and drain pipe, cutting and making good the walls. basin must be jaguar Semi Recessed Basin, Size: 510x450x175 mm, |
| 904 | ANGLE VALVE WITH WALL FLANGE 20 mm of approved quality and brand only (Jaguar, Kohler) with required fitting. |
| 905 | SS soap Dish Holder of approved brand only (Jaguar, Hindware, Parryware) having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. |
| 906 | SS towel rail 600mm long of approved brand only (Jaguar, Hindware, Parryware) with SS screws and other required fittings of approved quality and colour. Jaguar item code CPA-CHR-1111 OR similar range of jaguar item in other brand like hindware, parryware. |
| 907 | Mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 1500x450 mm |
| 908 | FULL HEIGHT FULLY GLAZED PARTITION at required location having height approx.2.80 meter ,width 1 meter by using 12 mm thick toughened float glass fixed in 50 mm x 100 mm approved quality seasoned T.W. section at top & bottom rail with necessary lipping (BTC) moulding & fixtures etc. Complete. |
| 909 | NAHANI TRAP / with cover Cost of providing and fixing Nahani trap/ 'P' trap set with SS Jali/cover in 1:2:4 concrete and jointed with spun hemp & doing necessary lead caulking and making necessary 1:2:4 concrete cistern, when req. and plastering with water-proof compound to a smooth finish . |
| 910 | Sensor Faucet Components |
| 911 | Infrared Sensor Eye for Sensor Faucet for Wash Basin |
| 912 | 1.5V AA batteries for Sensor Faucet for Wash Basin |
| 913 | Aerator / Flow Regulator for Sensor Faucet for Wash Basin |
| 914 | Control Box / PCB Controller for Sensor Faucet for Wash Basin |
| 915 | Filter Screen (Jali) for Sensor Faucet for Wash Basin |
| 916 | Urinal Sensor Components |
| 917 | 9V Lithium Battery Ultralife 1200 mAh for Urinal Sensor |
| 918 | Sensor Eye for Urinal Sensor |
| 919 | Solenoid Valve for Urinal Sensor |
| 920 | Filter Screen (Jali) for Urinal Sensor |
| 921 | Reimbursement of unforseen requirement for items purchased through vouchers/bills + 15% on account of contractor's profit & overhead for such items other than the tender items required under this contract. Note: This is the lump sum amount kept for purchasing of the material or for paying of cost of repairing, inspection of experts / mechanics / Architects / consultant or any other necessary expenditure which is required to run the contract successfully throught the contract period. This line item will be executed for the items/services that are not available under above SOR and neither in Latest DSR. The bidder shall take prior permission of E-I-C before executing of this item. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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