Tender For Balance Work For Construction Of Heliport At Green Field, Btc, District- Kokrajhar Under Grant To Btc For Infrastructure Development For The Financial Year 2026-27.
Tender Value
21.04 Crore
Estimated cost
Bid Submission
05 Dec 2026
24 days left
EMD
42.08 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kokrajhar → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Balance Work For Construction Of Heliport At Green Field, Btc, District- Kokrajhar Under Grant To Btc For Infrastructure Development For The Financial Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling Works2.31 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 50m outside the periphery of the area cleared. |
| 2 | 2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 3 | 15.3 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. |
| 4 | 15.7 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.15.7.4 In cement mortar |
| 5 | 15.6 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. |
| 6 | Heliport Main Building CIVIL WORK2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 7 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 8 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 9 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 11 | 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 13 | 5.9.4 Shelves (Cast in situ) |
| 14 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 15 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 16 | 5.9.7 Stairs, (excluding landings) except spiral-staircases |
| 17 | 5.9.16 Edges of slabs and breaks in floors and walls5.9.16.1 Under 20 cm wide |
| 18 | 5.9.19 Weather shade, Chajjas, corbels etc., including edges |
| 19 | 5.11 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)Colm PL to FF |
| 20 | 5.33 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 mix or bear the cost of extra cement All works upto plinth level5.33.1.1 Concrete of M25 grade with minimm cement content of 330 kg /cum |
| 21 | 5.33.2.1 All works above plinth level upto floor V level. Concrete of M25 grade with minimm cement content of 330 kg /cumColm PL to FF |
| 22 | 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 23 | 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 24 | 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor :2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 25 | 4.1 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 26 | 6.13.1 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. Cement mortar 1:3 (1 cement :3 coarse sand) |
| 27 | 6.15 Extra for providing and placing in position 2 Each 6mm dia. M.S. bars at every third course of half brick masonry.ird course of half brick masonry. |
| 28 | 11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:11.1.1 1:4 (1 cement : 4 coarse sand) |
| 29 | 11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of Eaching of steps etc. complete. |
| 30 | 9.1 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 ( hold fast lugs or dash fastener shall be paid for separately).9.1.1 Second class teak wood |
| 31 | 21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & 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). |
| 32 | 9.137 Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II) tested and certified as per laboratory approved by Engineer-in-charge with suitable mounting on doorframe, consisting of vertical styles, lock rail, top rail 100mm wide, bottom rail 200mm wide, made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in- charge (pannelling to be paid for separately). |
| 33 | 26.88 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)26.88.2 35 mm thick |
| 34 | 9.147D Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc.Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately).Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.9.147D.4 Three track three panels sliding window with fly proof S.S wire mesh (Two Each glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) |
| 35 | 21.3 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):21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 36 | 21.8 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.21.8.1 Upto 5mm depth and 5 mm width |
| 37 | 21.17 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P brass/ stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). |
| 38 | 10.28 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, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 39 | 13.5.1 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) |
| 40 | 13.6.1 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 41 | 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes. |
| 42 | 12.1 Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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.12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m² |
| 43 | 12.12.3 Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. Closed fitting adjustable ridges |
| 44 | 11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement..11.6.1 18 mm thick |
| 45 | 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400 micron, finished with 12mm cement plaster 1:3 (1 cement :3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 46 | 9.72 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :9.72.6 75x40x2.5 mm (ordinary type) |
| 47 | 9.92 Providing and fixing chromium plated brass handles with necessary screws etc. complete:9.92.1 125 mm |
| 48 | 9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :9.74.1 250x10 mm |
| 49 | 9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. |
| 50 | 9.83 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. |
| 51 | 21.4 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg., 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 with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.21.4.1 With stainless steel cover plate minimum 1.25 mm thickness. |
| 52 | 11.41.1 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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 1000x1000 mm |
| 53 | 8.11.1 Providing and fixing machine cut, mirror/ eggshell polished , Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge.18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc. |
| 54 | 11.41A.3.1 Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm |
| 55 | 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 56 | 8.4 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. |
| 57 | 8.5 Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete |
| 58 | 8.9 Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.8.9.1 8mm thick8.9.1.2 Granite of any colour and shade |
| 59 | 8.6 Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. |
| 60 | 16.90 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having water absorption less than 0.5% and conforming to IS: 15622, of approved make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 61 | 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 62 | 13.41 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 63 | 13.45 Finishing walls with textured exterior paint of required shade :13.45.1 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. |
| 64 | 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling and dressing and finishing the top smooth. |
| 65 | 14.90.1 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the samemembrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3 mm thick |
| 66 | 16.70.1 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. Made of G.I. wire of dia 4 mm |
| 67 | MR 1 Supply and Installation of 12 mm thick clear Toughened Glass complete with hole cutout & wastage charges of Saint Gobain/AIS make |
| 68 | 26.91 Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer numeric control) routed of approved design by Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium corbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives(maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing on M.S (mild steel) frame made of 25 x 25 x 1.5 mm square hollow box section including applying a priming coat of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In- Charge. (Note: M.S (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall be paid separately. |
| 69 | 12.52 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.12.52.2 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. GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. |
| 70 | 9.133.1.1 Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the 'W' profile (0.55mm thick ) having a knurled web of 51.55mm and two flanges of 26mm each with lips of 10.55mm, placed @ 610mm C/C in perimeter channel having one flange of 20mm and another flange of 30mm with thickness of 0.55mm and web of length 27mm. Perimeter channel is fixed on the floor and the ceiling with the nylon sleeves @ 610mm C/C with fully threaded self-tapping dry wall screws. Board is fixed to the 'W' profile with 25 mm countersunk ribbed head screws @200mm C/C., all complete as per the drawing & directions of engineer-in-charge the joints of the boards are finished with specially formulated jointing compound and 48mm wide jointing tape to provide seamless finish.Tapered edge calcium silicate board made with calcareous & siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with compressive strength 225 kg/sq.cm, Bending strength 100kg/sq.cm. 10mm thick. |
| 71 | INTERNAL SANITARY AND WATER SUPPLY WORKSCHEDULE ITEMS17.3.1 Providing and fixing white vitreous china pedestal type water cloSet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:W.C . pan with ISI marked white solid plastic seat and lid |
| 72 | 17.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS: 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required: Single half stall urinal with 5 litre P.V.C. automatic flushing cistern |
| 73 | 17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 74 | 17.32.3 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Oval shape 450x350mm(outer dimensions) |
| 75 | 17.34.1 Providing and fixing toilet paper holder:C.P brass |
| 76 | 18.22.1 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter |
| 77 | 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 78 | 18.54.1 Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 79 | Providing and fixing PTMT bib cock of approved quality and colour.18.54.2 15 mm nominal bore, 122mm long, weighing not less than 99 gms |
| 80 | 18.55 Providing and fixing PTMT stop cock of approved quality and colour.18.55.1 15 mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 81 | 18.56.1 Providing and fixing PTMT pillar cock of approved quality and colour 15 mm nominal bore, 107 mm long, weighing not less than 110 gms |
| 82 | 18.58.2.1 Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid 150 mm nominal size square 100 mm diameter of the inner hinged round grating |
| 83 | 17.73.1 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 84 | 18.8.1 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.15mm nominal dia pipe |
| 85 | 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.18.8.2 20mm nominal dia pipe |
| 86 | 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.18.8.3 25mm nominal dia pipe |
| 87 | 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.18.8.4 32mm nominal dia pipe |
| 88 | NON-SCHEDULE ITEMSNDSR -1(i) Providing, jointing, testing and fixing UPVC Soil, Waste & Vent system conforming to IS : 13592 - Type B and PVC fittings (moulded as well as fabricated) like bends, tees, Y-tees, crosses, boss connections, access pieces, saddle pieces, cleanouts, adaptors for connections to other materials, plugs, reducers, cowls, offSet and other specials. Jointing shall be done with pushfit EPDM ring jointing technique in general. Solvent cement joints may be provided for fittings and specials which are not manufactured with pushfit rubber joints. Pipes may be laid / fixed in sunken floors, under slung from ceiling. The pipes laid in sunken floor shall be encased with 75 mm thick cement concrete (1:2:4) all around. The installation shall be complete in all respects including cutting chases / holes in walls, slabs and making good the same as per specifications. (For Internal Toilet Only)32mm dia |
| 89 | Providing, jointing, testing and fixing UPVC Soil, Waste & Vent system conforming to IS :(ii) 50mm dia |
| 90 | Providing, jointing, testing and fixing UPVC Soil, Waste & Vent system conforming to IS :(iii) 80mm dia |
| 91 | Providing, jointing, testing and fixing UPVC Soil, Waste & Vent system conforming to IS :(iv) 100mm dia |
| 92 | NDSR -2 Providing and fixing ALD-CHR-573 HAND SHOWER (HEALTH FAUCET) WITH 8MM DIA 1 METER LONG FLEXIBLE TUBE AND WALL HOOK including testing of FITTINGS complete as per direction of the engineer in charge. |
| 93 | EXTERNAL WORK (WATER SUPPLY & DRAINAGE)SCHEDULE ITEMS18.9.2 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.20mm nominal dia pipe |
| 94 | 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 pipe18.9.3 25mm nominal dia pipe |
| 95 | 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 pipe18.9.4 32mm nominal dia pipe |
| 96 | 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 pipe18.9.6 50mm nominal dia pipe |
| 97 | 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 pipe18.9.7 65mm nominal dia pipe |
| 98 | 18.17.2 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32mm nominal dia pipe |
| 99 | Providing and fixing gun metal gate valve with C.I.18.17.4 50mm nominal dia pipe |
| 100 | Providing and fixing gun metal gate valve with C.I.18.17.5 65mm nominal dia pipe |
| 101 | 18.18.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete20mm nominal dia pipe |
| 102 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete20mm nominal dia pipe18.18.3 25mm nominal dia pipe |
| 103 | 18.53A Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 104 | 18.48 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. |
| 105 | 18.19.3.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) :40 mm nominal bore: Horizontal |
| 106 | 18.19.3.2 Vertical |
| 107 | 19.4.1.1 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 108 | 19.7.1.1 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 |
| 109 | 19.30.1.1 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 110 | NON-SCHEDULE ITEMSNDSR 3(i) Supplying, fitting and fixing CPVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including joining ,fitting and fixing with clamps etc.as necessary complete at all levels including below G.L as directed and specified.Exposed110mm dia. |
| 111 | Supplying, fitting and fixing CPVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including joining ,fitting and fixing with clamps etc.as necessary complete at all levels including below G.L as directed and specified.(ii) 160mm dia. |
| 112 | NDSR -4 Supplying fitting and fixing PVC bends of supreme/prince or other ISI approved including joining, fitting in exposed surface or in trench (ii) 110mm dia. |
| 113 | NDSR -5 Supplying fitting and fixing PVC plain single tee of supreme/prince or other ISI approved including joining, fitting in exposed surface or in trench 110mm dia pipe |
| 114 | NDSR -6 Supplying fitting and fixing PVC plain single\\"Y\\" of supreme/prince or other ISI approved including joining, fitting in exposed surface or in trench (ii) 110mm dia. |
| 115 | NDSR -7 Supplying fitting and fixing PVC plain single\\"Y\\" WITH DOOR of supreme/prince or other ISI approved including joining, fitting in exposed surface or in trench (ii) 110mm dia. |
| 116 | NDSR -8 Supplying fitting and fixing PVC cross ‘T’ plain of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches. (i) 110mm x110mm |
| 117 | NDSR -9 Supplying fitting and fixing PVC cross ‘T’ plain WITH DOOR of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches. (i) 110mm x110mm |
| 118 | NDSR -10 Providing and fixing soil, waste and vent pipes 110 mm dia PVC SWR PIPE BEND 45 DEGREE |
| 119 | NDSR -11 Supplying fitting and fixing PVC coupler of (Supreme / Prince)or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches. (i) 110 mm dia |
| 120 | NDSR -12 Supplying fitting and fixing PVC socket plug of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. in exposed surface or trenches as necessary complete at all levels including below G.L. as directed and specified. (a) 110 mm |
| 121 | NDSR -13 Providing and fixing soil, waste and vent pipes 110 mm dia PVC SWR PIPE BEND WITH DOOR |
| 122 | NDSR -14 Providing fitting and fixing PVC cowel of ISI make complete as directed and specified 100mm dia |
| 123 | NDSR -15 Supplying fitting and fixing REDUCING PVC plain single\\"Y\\" WITH DOOR of supreme/prince or other ISI approved including joining, fitting in exposed surface or in trench (ii) 110 x 75 mm dia. |
| 124 | WATER TREATMENT PLANTNON-SCHEDULE ITEMSNDSR -16 Supply, installation, testing & commissioning of chlorine Dozer with 100Ltr tank |
| 125 | NDSR -17 FRP iron Removal Filter -Flow Rate- 3000LPH |
| 126 | NDSR -18 FRP Activated carbon filter -Flow Rate- 3000LPH |
| 127 | Generator Shed2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 128 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete.16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 129 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 130 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 131 | 5.22 A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 132 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 133 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 134 | 5.1 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 :5.1.2 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) |
| 135 | 5.2 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 :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 136 | 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 137 | 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 138 | 11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement..11.6.1 18 mm thick |
| 139 | 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 140 | 12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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.12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m² |
| 141 | 12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m² |
| 142 | Construction of Pump House2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 143 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 144 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 145 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 146 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 147 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 148 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 149 | 5.1 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 :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 150 | 5.2 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 :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 151 | 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 152 | 2.25a Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. |
| 153 | 4.1 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) |
| 154 | 6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 155 | 9.1 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 ( hold fast lugs or dash fastener shall be paid for separately).9.1.2 Sal wood |
| 156 | 9.6 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)9.6.1 12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 : |
| 157 | 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 158 | 12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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.12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m² |
| 159 | 12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m² |
| 160 | 9.9 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.9.9.1 Second class teak wood9.9.1.1 35 mm thick |
| 161 | 11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of Eaching of steps etc. complete. |
| 162 | 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1 1:4 (1 cement: 4 fine sand)b) In cement mortar 1:4 |
| 163 | 11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement..11.6.1 18 mm thick |
| 164 | 9.72 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :9.72.6 75x40x2.5 mm (ordinary type) |
| 165 | 9.92 Providing and fixing chromium plated brass handles with necessary screws etc. complete:9.92.1 125 mm |
| 166 | 9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :9.74.1 250x10 mm |
| 167 | 13.39.1 Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime |
| 168 | Boundary Wall 2.31 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 |
| 169 | 2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.a) Brick flat soling. |
| 170 | 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 171 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5a) Brick flat soling. |
| 172 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 173 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 174 | 5.22 A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 175 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 176 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 177 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 178 | 5.1 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 :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 179 | 5.2 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 :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 180 | 6.4 Brick work 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 in all shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 181 | 13.5 15 mm cement plaster on rough side of single or half brick wall of mix :13.5.1 1:4 (1 cement: 4 fine sand)b) In cement mortar 1:4 |
| 182 | 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm |
| 183 | 10.25.2 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Mild Steel Flats of 40 mm width & 5 mm thickness @ 2.0 Kg/m |
| 184 | 13.48.3 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 185 | Main Entry/Exit Gate2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 186 | 20.2 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for Setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used. 450 mm dia piles |
| 187 | 20.6.1.1 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note:- 1 . Initial and Routine Load test shall not be carried out by Dynamic method of testing. Note:-2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne safe capacity .Initial test. ( Test load 2.5 times the safe capacity) |
| 188 | 20.6.1.2 Routine test ( Test load 1.5 times the safe capacity) |
| 189 | 20.8.1 Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile : Upto 50 tonne capacity pile. |
| 190 | 16.12.1 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 191 | 4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 192 | 5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 193 | 5.22A.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 194 | 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 195 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 196 | 5.9.4 Shelves (Cast in situ) |
| 197 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 198 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 199 | 5.1.2 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 : 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) |
| 200 | 5.2.2 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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 201 | 6.1.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 202 | 11.1.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1:4 (1 cement : 4 coarse sand) |
| 203 | 6.12.1 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 204 | 10.14.1.1 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B Fixing with adjustable lugs with split end tail to Each jamb. |
| 205 | 9.6.1 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) 12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 : |
| 206 | 21.1 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. |
| 207 | 11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of Eaching of steps etc. complete. |
| 208 | 13.2.1 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) |
| 209 | 13.4.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 210 | 11.6.1 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick |
| 211 | 9.72.6 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :75x40x2.5 mm (ordinary type) |
| 212 | 9.92.1 Providing and fixing chromium plated brass handles with necessary screws etc. complete: 125 mm |
| 213 | 9.74.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm |
| 214 | 9.48.2 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. Fixed to openings /wooden frames with rawl plugs screws etc. |
| 215 | 13.8 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 216 | 13.45.1 Finishing walls with textured exterior paint of required shade : 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. |
| 217 | 10.1 Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 218 | 11.19.2 Chequered terrazzo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Medium shade pigment using 50% white cement, 50% ordinary cement. |
| 219 | 9.155 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebated to be measured). Panelling for panelled and glazed shutters 25mm to 40mm thick: Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587 |
| 220 | 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes. |
| 221 | 12.1.1 Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 1.00 mm thick with zinc coating not less than 275 gm/m² |
| 222 | 12.12.3 Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. Closed fitting adjustable ridges |
| 223 | L/S Extra cost for Decoration of column,Slab Etc |
| 224 | Approach Road16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.a) from Private land |
| 225 | 16.78 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.16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 226 | 16.3 Supplying and stacking at site.16.3.1 90 mm to 45 mm size stone aggregate |
| 227 | 16.4 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . |
| 228 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 229 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 230 | 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1 1:4 (1 cement: 4 fine sand) |
| 231 | 16.91 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.16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. sqm 953.00 |
| 232 | Master Drain2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 233 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 234 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stoneaggregate 20 mm nominal size) |
| 235 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 236 | 5.1 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 :5.1.2 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) |
| 237 | 11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of Eaching of steps etc. complete. |
| 238 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 239 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 240 | 5.1 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 :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 241 | 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 242 | 11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement..11.6.1 18 mm thick |
| 243 | RCC Stagging2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 244 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 245 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 246 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 247 | 5.22 A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 248 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 249 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 250 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 251 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 252 | 5.1 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 :5.1.2 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) |
| 253 | 5.2 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 :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 254 | 11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of Eaching of steps etc. complete. |
| 255 | 6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 256 | 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1 1:4 (1 cement: 4 fine sand) |
| 257 | 13.8 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 258 | 13.45 Finishing walls with textured exterior paint of required shade :13.45.1 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 |
| 259 | 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes. |
| 260 | DTW Boring23.2 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.23.2.2.1 Rocky strata including Boulders ,300 mm dia |
| 261 | 23.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.23.3.2 150 mm nominal size dia |
| 262 | 23.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.23:04:02 150 mm nominal size dia |
| 263 | 23.8 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in-charge. |
| 264 | 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work18.12.7 65 mm dia. nominal bore |
| 265 | 23.12 Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 266 | 23.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:23:13:02 150 mm dia |
| 267 | 23.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.23.14.2 150 mm clamp |
| 268 | 18.59 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :18.59.1 50 mm dia |
| 269 | 23.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).23.15.2 150 mm dia |
| 270 | Septic Tank (100 Users)2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 271 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 272 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 273 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 274 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 275 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 276 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 277 | 5.1 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 :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 278 | 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 279 | 6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 280 | 11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of Eaching of steps etc. complete. |
| 281 | 11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement..11.6.1 18 mm thick |
| 282 | Under Ground Reservoir of Capacity: 1,00,000 Liter 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 283 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 284 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 285 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 286 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 287 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 288 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 289 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 290 | 5.1 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 :5.1.2 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) |
| 291 | 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1 1:4 (1 cement: 4 fine sand) |
| 292 | 11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement..11.6.1 18 mm thick |
| 293 | 22.3 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). |
| 294 | Site Development2.25a Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 295 | Landscapping & Beautification2.1 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 296 | 2.2 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 297 | 2.4 Supplying and stacking at site dump manure from approved source,including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) 2.4.1 Screened through sieve of I.S. designation 20 mm |
| 298 | 2.9 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 299 | 2.10.1 Grassing with selection No. 1/Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the grass and good earth shall be paid for separately). In rows 5 cm apart in either direction. |
| 300 | 2.10.2 With grass Turf |
| 301 | 2.35 Supplying & Stacking of Selection No.1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. |
| 302 | 2.13 Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, with in a lead of 50 m, lift upto 1.5 m complete. |
| 303 | 2.16 Providing and fixing M.S flat iron tree guard 6 cm dia and 2 m high, above ground consisting 4 Each 25X6 mm, 2.25 m long and 8 Each 25X3 mm 2m long verticals M.S flats, riverted to 3 Each 25X 6 mm M.S flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting twocoats with synthetic enemal paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250X100 mm shall be welded to the tree guard near the middle height and lettered CPWD/PWD/any other approved name. The tree guard shall be suitably fixed to the ground by embedding four les of tree guard in pits of suitrable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisaction and direction of officer-n-charge. |
| 304 | 2.15.1 Half brick circular tree guard in bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement : 6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete: With common burnt clay F.P.S. (non modular) bricks of class designation 5.0 |
| 305 | 2.30.1 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating Each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. All kinds of soil |
| 306 | 5.20 Providing and Displaying Ficus black vivion piller Topairy (sylinder type) well developed with fresh & healthy 180 to 210 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 307 | 5.22 Providing and Displaying Ficus Nuda Topairy well developed with fresh & healthy 5 to 6 big ball specific size and shape 180to 210cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 308 | 5.27 Providing and Displaying Ficus resnold Topairy well developed with fresh & healthy 6 to 7 big ball specific size 210 to 240 cm ht in 45 cm Cement Pot as per direction of the officer-incharge. |
| 309 | 7.1 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge |
| 310 | 7.2 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165cm in bag size of 25 cm as per direction of the officer-in-charge |
| 311 | 7.5 Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge |
| 312 | 7.12 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50cm well developed in big HDPE bags as per direction of the officer-in-charge |
| 313 | Electrical WorksSCHEDULED ITEMS [Based on DSR (E&M) 2022]1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.1.10.1 Group A |
| 314 | 1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.1.10.2 Group B |
| 315 | 1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.1.10.3 Group C |
| 316 | 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.1.14.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 317 | 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 318 | 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 319 | 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 320 | 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.1.14.5 2 X 10 sq. mm + 1 X 6 sq. mm earth wire |
| 321 | 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.1.14.9 4 X 6 sq. mm + 2 X 6 sq. mm earth wire |
| 322 | 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.1.14.10 4 X 10 sq. mm + 2X6 sq. mm earth wire |
| 323 | 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.1.24.1 5/6 A switch |
| 324 | 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.1.24.3 15/16 A switch |
| 325 | 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.1.24.4 3 pin 5/6 A socket outlet |
| 326 | 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.1.24.5 6 pin 15/16 A socket outlet |
| 327 | 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.1.24.8 Bell push |
| 328 | 1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required |
| 329 | 1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.1.27.1 1 or 2 Module (75mmX75mm) |
| 330 | 1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.1.27.4 6 Module (200mmX75mm) |
| 331 | 1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.1.27.5 8 Module (125mmX125mm) |
| 332 | 1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.1.27.6 12 Module (200mmX150mm) |
| 333 | 1.58 Supplying and fixing PVC batten/ angle holder including connections etc. as required. |
| 334 | 2.2.17 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 100 250 A.50KA.FPMCCB |
| 335 | 2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess,complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)2.3.2 8 way , Double door |
| 336 | 2.5.1 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 4 way (4 + 12), Double door |
| 337 | 2.10.1 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole |
| 338 | 2.10.2 Single pole and neutral |
| 339 | 5.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 340 | 5.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 341 | 5.9 Supplying and laying 25 mm X 5 mm G.l. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.l. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.l. nut bolt & spring washer spaced at 50mm) |
| 342 | 7.1.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Up to 35 sq. mm |
| 343 | 7.1.2 Above 35 sq. mm and up to 95 sq. mm |
| 344 | NON SCHEDULED ITEMSAnalysis-1 Supply of LED Bulb 12 watt crompton make as specified and directed by the department |
| 345 | Analysis-2 Supplying of LED batten 20 Watt Twin line Crompton/Havells/Bajaj /Phillips make as specified and directed by the department |
| 346 | Analysis-3 Supplying, assembling, fixing, testing and commissioning of following luminaires with all fixing accessories complete with necessary starters, copper wound chokes, electronic ballasts, capacitors, drivers, lamps, fitting clamps/down rods/etc, of suitable length etc. as required complete in al respect and as directed by the engineer in charge/consultant:(MAKE-HAVELLS) 22W DOWN LIGHT |
| 347 | Analysis-4 Supplying with fitting of LED floodlight/security light luminaire with ultra sleek, light weight and secondary optics, made of pressure die-cast housing with IP66 ingress protection and impect resistance of IK07, 4K vinbuilt and 10KV external surge protection etc as per required and as directed by the department (Bajaj/equivalent) |
| 348 | Analysis-5 Supplying with installation testing and commissioning of Hi wall 3 Star rating non deducted split type Air Conditioner of the following capacity with cardless remote with copper pipe and electrically connection cable, as approved by the department upto 5 Mtr between the room unit and out door limit as directed by the department (Voltas/Carries/Blue star/Daikin make) (2.0 Ton) |
| 349 | Analysis-6 Supplying with fiting and fixing of Voltage stabilizer of the following specification complete including making necessary connection as approved specified and directed by the department |
| 350 | Analysis-7 25A AC starter modular |
| 351 | Analysis-8 Supplying with fiting and fixing of Inverter UPS Mertyn sine wave Model (UPS SW Mertyn 1850 24V) including Trolley and Luminous Battery 24V 150 amp Model PC 18042 as specified and directed by the department |
| 352 | Analysis-9 Supplying and Installation of 25L Capacity 2 KW Water Heater with all accessories |
| 353 | Analysis-10 Supplying and fitting of exhaust fan of 300 mm sweep etc as specified and directed by the department |
| 354 | Analysis-11 Supplying of fixing of busbar chmaber 100 Amp 4 ways with connection as specified and directed by the department |
| 355 | Analysis-12 Supplying, installation , connection as approved by the department, testing & commissioning of Sub-mersible Motor Pump set as specific by the department Crompton/ Krilosker/ Havells or equivalent make |
| 356 | Analysis-13 Supply of 250 Amps Distribution Panel board made out with 1.6 mm CRCA sheet steel,3-phase,suitable for floor mounted,user front fesia powder coated for long lasting finish,cubical type,suitable cable entry provision and including of all necessary electrical protections including aluminium bus bar etc. |
| 357 | Analysis-14 Supplying with fitting of UG cable 50 sqmm 3.5 core |
| 358 | Analysis-15 Supplying with fitting of UG cable 35 sqmm 3.5 core |
| 359 | Analysis-16 Supplying of Crompton 20W Solar All-in-One Street Light comprising high efficacy LED luminaire (120 lm/W), 40Wp Mono Crystalline Solar Panel, 24Ah 12.8V LiFePO4 Battery, MPPT Charge Controller, Aluminium Housing complete with all accessories, Model No. CSADSMP20CDL-NC or equivalent approved make. |
| 360 | Analysis-17 Supplying including installation, testing and commissioning of Air/Water Cooled 45 KVA Diesel Generator set coupled to suitable alternator |
| 361 | Analysis-18 Payment for First filling of Diesel in D.G. set |
| 362 | Analysis-19 Supply, installation ,testing and commissionig of 100 KVA 11/0.433 KV copper wound outdoor type oil filled (4 star /level-II) Transformer complete including all accessories |
| 363 | Analysis-20 Supplying fitting and fixing four pole 415 V front handle operated on Load charge over switch (IP-20) protection powder painted sheet steel enclosure of the following capacity complete with making necessary connection .As specified by the department.(Havells)make |
| 364 | Analysis-21 Supplying and fixing of 11 KV 200 A.D.O. Fuse Set complete as required and as directed by the department. |
| 365 | Analysis-22 Supplying with fitting and fixing of 11 KV GOAB Sitch 400 Amp. as required and specified by the Department. |
| 366 | Analysis-23 Supplying including erection of 7.00 Mtr. G.I. Octagona l Pole of required size along with fitting fixing, excavation work, foundation of bolts and nuts in R.C.C. work in l :3:6 proportion of l.00 Mtr. depth, Cement plastering etc. complete with all nec.essary materials as required and as specified by the Department.Crompton Ma ke:- 7.00 Mtr. G.I. Tubular Pole |
| 367 | Analysis-24 Supplying and fixing of 3 Phase 4 Watt Combined CTPT Accuracy Class 0.5, 200/5A, STC 18.1KA for 1 sec as directed by the department. |
| 368 | Analysis-25 Construction of DTR Fencing as per REC standard specification complete with materials & labour as directed by the department. |
| 369 | Analysis-26 Load Security |
| 370 | FIRE FIGHTING SYSTEMGROUND FLOORPORTABLE FIRE EXTINGUISHERSNS-1 Providing and fixing stored pressure ABC (DCP) Fire Extinguisher, ISI marked as per IS:13849, capacity 6 kg (Make: Ceasefire/Steelage) |
| 371 | NS-2 Providing and fixing CO2 Fire Extinguisher conforming to IS 2878, capacity 4.5 kg (Make: Ceasefire/Steelage) |
| 372 | HOSE REELS18.17.1 Supplying & fixing first-aid Hose Reel, MS construction, spray painted post office red, conforming to IS 884, 20mm NID water hose, 30m, with GM globe valve & nozzle, drum & brackets complete |
| 373 | FIRE DETECTION & ALARM SYSTEM17.2.1.2 Supplying, installation, testing & commissioning of micro processor based intelligent addressable main FACP — Two Loop Panel, capable of 240 devices, 48 hr backup, BACnet/Modbus IP compatible complete |
| 374 | 17.2.9 Supplying, installation, testing & commissioning of intelligent addressable thermal detector (ROR + Fixed Temp) with base, as required |
| 375 | 17.2.9 Photoelectric Smoke Detector — addressable type with base [NOTE: Item 17.2.9 is thermal; smoke detector to be priced as NS per DSR] |
| 376 | 17.2.14 Supplying, installation, testing & commissioning of addressable manual call point (MCP) complete as required |
| 377 | 17.2.6 Supplying, installation, testing & commissioning of intelligent addressable programmable sounder complete as required |
| 378 | 17.2.16 Supplying, installation, testing & commissioning of addressable strobe complete as required |
| 379 | 17.2.10 Supplying, installation, testing & commissioning of addressable fire control module complete as required |
| 380 | 17.5.2 Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V XLPE insulation, steel wire armouring, FRLS outer sheath complete |
| 381 | INTERNAL HYDRANT & HOSE18.9.1 Supplying and fixing single headed internal hydrant valve 63mm dia, GM/SS instantaneous coupling, CI wheel ISI marked conforming to IS 5290 (Type-A), with blank cap & chain |
| 382 | 18.16.1 Supplying and fixing 63mm dia, 15m long RRL hose pipe with GM male/female couplings, bound with GI wire, rivets, conforming to IS 636 (Type-A): Gun Metal |
| 383 | 18.18.1 Supplying & fixing 63mm dia GM short branch pipe with 20mm NID nozzle conforming to IS 903, for instantaneous connection: Gun Metal |
| 384 | MS PIPE — GF INTERNAL18.7.3 Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe IS 3589/IS 1239 with welding, fittings, clamps, 2 coats synthetic enamel paint: 40mm dia |
| 385 | 18.7.5 MS Pipe: 65mm dia |
| 386 | 18.7.7 MS Pipe: 100mm dia |
| 387 | 18.11.4 Supplying, fixing, testing & commissioning of butterfly valve PN1.6, bronze/GM seat, ISI marked IS 13095: 80mm dia |
| 388 | 18.14.4 Providing, installation, testing & commissioning of non-return valve IS 5312, complete: 80mm dia |
| 389 | EMERGENCY LIGHTING & EXIT SIGNAGENS-8 Providing and fixing illuminated EXIT sign, green background, white lettering, LED type, self-contained emergency battery backup min 90 min as per NBC 2016 / IS 3646 |
| 390 | NS-9 Providing and fixing emergency light fitting, LED type, min 1 lux at floor level, 90 min battery backup as per IS 1944 |
| 391 | FIRST FLOORPORTABLE FIRE EXTINGUISHERSNS-1 Providing and fixing stored pressure ABC (DCP) Fire Extinguisher, ISI marked IS:13849, capacity 6 kg (Make: Ceasefire/Steelage) |
| 392 | NS-2 Providing and fixing CO2 Fire Extinguisher conforming to IS 2878, capacity 4.5 kg (Make: Ceasefire/Steelage) |
| 393 | NS-3 Providing and fixing K-Class Wet Chemical Fire Extinguisher (Kitchen), conforming to IS 15683 / NFPA 10, capacity 6 ltr — for commercial kitchen cooking range |
| 394 | HOSE REELS18.17.1 Supplying & fixing first-aid Hose Reel, IS 884, 20mm NID hose 30m, GM globe valve & nozzle, drum & brackets complete |
| 395 | FIRE DETECTION & ALARM SYSTEM17.2.9 Supplying, installation, testing & commissioning of addressable thermal detector ROR+Fixed Temp with base — Kitchen use |
| 396 | 17.2.9 Addressable Heat Detector Fixed Temp 60°C — Duct/Electrical areas |
| 397 | 17.2.9 Photoelectric Smoke Detector — addressable type with base [NS per DSR for smoke type] |
| 398 | NS-4 Supplying, installation of Beam Detector for double height spaces (Make: Honeywell/Morley) — Projected Beam type |
| 399 | 17.2.14 Supplying, installation, testing & commissioning of addressable manual call point (MCP) complete |
| 400 | 17.2.6 Supplying, installation, testing & commissioning of addressable programmable sounder complete |
| 401 | 17.2.16 Supplying, installation, testing & commissioning of addressable strobe complete |
| 402 | 17.5.2 Supplying & laying 2x1.5 sqmm fire alarm armoured cable XLPE/FRLS complete |
| 403 | INTERNAL HYDRANT & HOSE18.9.1 Single headed internal hydrant valve 63mm dia, IS 5290 Type-A, GM/SS coupling, with cap & chain |
| 404 | 18.16.1 63mm dia 15m RRL hose pipe, GM couplings, IS 636 Type-A: Gun Metal |
| 405 | 18.18.1 63mm dia GM short branch pipe with 20mm NID nozzle IS 903: Gun Metal |
| 406 | MS PIPE — FF INTERNAL18.7.3 MS Pipe IS 3589/IS 1239, 'C' class heavy duty, with fittings, clamps, paint: 40mm dia |
| 407 | 18.7.5 MS Pipe: 65mm dia |
| 408 | 18.7.7 MS Pipe: 100mm dia |
| 409 | 18.11.4 Butterfly valve PN1.6, IS 13095: 80mm dia |
| 410 | NS-8 Providing and fixing illuminated EXIT sign, LED type, self-contained 90 min battery backup, IS 3646 |
| 411 | NS-9 Providing and fixing emergency light fitting, LED, min 1 lux floor level, 90 min battery backup IS 1944 |
| 412 | EXTERNAL & COMMON SERVICESEXTERNAL YARD HYDRANT SYSTEM18.10.1 Supplying and fixing single headed external yard hydrant valve, 63mm dia, IS 5290 Type-A, GM/SS instantaneous coupling, CI wheel ISI marked, with blank cap & chain: Single headed Gunmetal |
| 413 | NS-5 Providing & fixing weatherproof hose cabinet, 16 SWG MS sheet, centre opening glass door, for 1 yard hydrant + 2 hoses + 1 branch pipe, painted primer + 2 coats enamel, on masonry platform: 900x600x450mm |
| 414 | 18.16.1 63mm dia 15m RRL hose pipe, GM couplings IS 636 Type-A (for yard hydrant cabinets): Gun Metal |
| 415 | 18.18.1 63mm dia GM branch pipe with 20mm nozzle IS 903: Gun Metal (for yard hydrant cabinets) |
| 416 | MS PIPE — EXTERNAL UNDERGROUND/EXTERNAL18.7.7 MS Pipe 'C' class heavy duty IS 3589/IS 1239 with fittings, paint: 100mm dia |
| 417 | 18.7.8 MS Pipe: 150mm dia |
| 418 | PUMP ROOM EQUIPMENT18.1.6 Supplying, installation, testing & commissioning of electric driven main fire pump, horizontal multistage centrifugal, CI body, bronze impeller, SS shaft, TEFC motor 415V 3Ph 50Hz IP55, with base plate, coupling, foundation: 2280 lpm at 56m Head |
| 419 | 18.3.3 Supplying, installation, testing & commissioning of electric driven pressurisation (Jockey) pump, horizontal multistage centrifugal, IS 1520, TEFC motor 415V 3Ph 50Hz IP55, with base plate, foundation: 180 lpm at 56m Head |
| 420 | 18.4.2 Supplying, installation, testing & commissioning of electric driven terrace pump for automatic operation, IS 1520, TEFC motor 415V 3Ph 50Hz IP55, with base plate, foundation: 450 lpm at 35m Head |
| 421 | NS-10 Supplying, installation, testing & commissioning of diesel engine driven standby fire pump, horizontal centrifugal, IS 1520, with self-starting panel, diesel engine min 750 lpm at 56m Head (same capacity as main pump) complete — as per Assam Fire Rules |
| 422 | 18.5.1 Designing, supply, installation, testing & commissioning of Fire Pump Control Panel (FPCP) — Main Fire Pump + Jockey Pump + Diesel Engine control, 250A 50kA 4P MCCB, star/delta starters, digital meters, auto/manual selectors, system controller complete as per specification |
| 423 | 18.2 Supplying and fixing air vessel 250mm dia, 8mm thick MS, 1200mm height, with air release valve, flange connection to riser, drain arrangement, 25mm GM valve, pressure gauge, painting |
| 424 | 18.22 Providing & fixing pressure switch in MS pipeline with connections complete |
| 425 | 16.8 Providing and fixing industrial type pressure gauge with GM/brass valve complete |
| 426 | 18.23.2 Providing & fixing flow switch in MS pipeline: 150mm dia |
| 427 | VALVES - MAIN LINES18.11.6 Butterfly valve PN1.6 IS 13095: 150mm dia |
| 428 | 18.11.7 Butterfly valve PN1.6 IS 13095: 200mm dia |
| 429 | 18.14.7 Non-return valve IS 5312: 150mm dia |
| 430 | NS-6 Providing & fixing SS/Brass ball valve full bore type, tested 20 kg/cm², lever & screwed female ends IS/Kitz/Zolloto: 25mm dia |
| 431 | NS-7 Supplying, installation, testing & commissioning of foot valve: 100mm dia |
| 432 | NS-7 Foot valve: 80mm dia |
| 433 | MS PIPE - PUMP ROOM & MAIN RISERS18.7.4 MS Pipe 'C' class IS 3589/IS 1239 with fittings, clamps, paint: 50mm dia |
| 434 | 18.7.6 MS Pipe: 80mm dia |
| 435 | 18.7.8 MS Pipe: 150mm dia |
| 436 | 18.7.9 MS Pipe: 200mm dia (wall thickness 6.3mm) |
| 437 | 18.19.1 Supplying and fixing fire brigade connection, CI body, GM male instantaneous inlet couplings, cap & chain conforming to IS 904: 2-way 100mm dia MS Pipe |
| 438 | VOICE EVACUATION / PA17.3.8 Supplying, installation, testing & commissioning of exit point directional sound speaker with voice & integral audio amplifier, selectable sound pulse patterns complete |
| 439 | Furniture ProcurementGROUND FLOORGF-1 Bedroom FurnitureMR-1 King Bed (with headboard) - Juno / Arcadia King Box Bed or equivalent as per direction of engineer in charge - 2000x2100 mm |
| 440 | MR-2 Double Bed (with headboard) - Zenith Queen/Double Box Bed or equivalent as per direction of engineer in charge - 1600x2000 mm |
| 441 | MR-3 Single Bed (with headboard) - Stud Single Drawer Bed or equivalent as per direction of engineer in charge - 900x1950 mm |
| 442 | MR-4 Bedside Table - Genesys Premium Bedside Table or equivalent as per direction of engineer in charge - 500x450x550 mm |
| 443 | MR-5 Wardrobe / Almirah 2-door - Ewa 4-door / Squadro 2-door or equivalent as per direction of engineer in charge - 1200x600x2100 mm |
| 444 | MR-6 Dresser / Vanity Unit - Squadro Dressing Table or equivalent as per direction of engineer in charge - 1000x450x800 mm |
| 445 | MR-7 Study / Writing Desk - Stance Height-Adj. Work Desk or equivalent as per direction of engineer in charge - 1200x600x750 mm |
| 446 | MR-8 Bedroom Chair (upholstered) - Plush Fabric Arm Chair or equivalent as per direction of engineer in charge - 600x600x850 mm |
| 447 | MR-9 Lounge / Accent Chair - Rhine V2 Accent Chair or equivalent as per direction of engineer in charge - 750x750x850 mm |
| 448 | MR-10 Luggage Rack / Bench - Interio Wooden Bench or equivalent as per direction of engineer in charge - 800x400x450 mm |
| 449 | MR-11 TV Unit / Console - Vigo TV + Media Unit or equivalent as per direction of engineer in charge - 1400x350x500 mm |
| 450 | GF-2 Lounge & Drawing RoomMR-12 3-Seater Sofa - Paramount 3-Seater Fabric Sofa or equivalent as per direction of engineer in charge - 2100x850x900 mm |
| 451 | MR-13 2-Seater Sofa - Magnate 2-Seater Fabric Sofa or equivalent as per direction of engineer in charge - 1600x850x900 mm |
| 452 | MR-14 Arm Chair / Single Seater - Magnate 1-Seater Chair or equivalent as per direction of engineer in charge - 850x850x900 mm |
| 453 | MR-15 Coffee Table - Plank Coffee Table Walnut or equivalent as per direction of engineer in charge - 1200x600x450 mm |
| 454 | MR-16 Side Table (round) - Nest Round Side Table or equivalent as per direction of engineer in charge - 500x500x550 mm |
| 455 | MR-17 L-Shaped / Long Sofa - Facet L-Shape Sectional Sofa or equivalent as per direction of engineer in charge - 2800x900x850 mm |
| 456 | MR-18 Indoor Plant – Large (decor) - Decorative Planter (non-brand) or equivalent as per direction of engineer in charge - Pot Dia 400 mm |
| 457 | MR-19 Floor Lamp - Interio Arc Floor Lamp or equivalent as per direction of engineer in charge - Dia300 H1600 mm |
| 458 | GF-3 Common Areas (Lobby / Reception)MR-20 Reception / Front Desk - Interio Custom Reception Counter or equivalent as per direction of engineer in charge - 2400x700x1100 mm |
| 459 | MR-21 Reception Staff Chair - Interio Mesh Ergonomic Chair or equivalent as per direction of engineer in charge - 600x600x1200 mm |
| 460 | MR-22 Lobby / Area Rug - Handloom / Tufted Rug or equivalent as per direction of engineer in charge - 2400x1600 mm |
| 461 | MR-23 Staircase Handrail - MS/SS Balustrade (custom) or equivalent as per direction of engineer in charge - H 900mm/flight |
| 462 | MR-24 Waiting Lounge Cluster - Sofa+2 chairs+table set or equivalent as per direction of engineer in charge - Zone 2200x2200 |
| 463 | MR-25 Decorative Console Table - Interio Wooden Console Table or equivalent as per direction of engineer in charge - 1200x350x850 mm |
| 464 | MR-26 Umbrella Stand / Coat Rack - Interio Metal Coat Stand or equivalent as per direction of engineer in charge - Standard |
| 465 | GF-4 Office / Commercial (175 SQ.M)MR - 27 Office Work Desk - Interio Office Workstation Desk or equivalent as per direction of engineer in charge - 1200x600x750 mm |
| 466 | MR - 28 Ergonomic Office Chair - Interio Mesh Ergonomic Chair or equivalent as per direction of engineer in charge - 600x600x1200 mm |
| 467 | MR - 29 Filing Cabinet (3-drawer) - Interio Steel Filing Cabinet - 470x620x1050 mm |
| 468 | MR - 30 Conference Table (6-seater) - Interio Boardroom Table or equivalent as per direction of engineer in charge - 1800x900x750 mm |
| 469 | MR - 31 Conference Chair - Interio Visitor/Conf Chair or equivalent as per direction of engineer in charge - 550x550x900 mm |
| 470 | MR - 32 Book / Display Shelf Unit - Interio Open Bookcase or equivalent as per direction of engineer in charge - 1200x300x1800 mm |
| 471 | MR - 33 Whiteboard / Board - Non-brand Magnetic Whiteboard or equivalent as per direction of engineer in charge - 1800x1200 mm |
| 472 | F1-1 Suite Rooms (85 SQ.M x2)MR - 34 King Bed (with headboard) - Arcadia / Marcel King Box Bed or equivalent as per direction of engineer in charge - 2000x2100 mm |
| 473 | MR - 4 Bedside Table - Genesys Premium Bedside Table or equivalent as per direction of engineer in charge - 500x450x550 mm |
| 474 | MR - 35 Wardrobe / Almirah 2-door - Ewa 4-door Wooden Wardrobe or equivalent as per direction of engineer in charge - 1200x600x2100 mm |
| 475 | MR - 36 Dresser / Vanity Unit - Squadro Premium Dressing Table or equivalent as per direction of engineer in charge - 1000x450x800 mm |
| 476 | MR - 9 Lounge / Accent Chair - Rhine V2 Accent Chair or equivalent as per direction of engineer in charge - 750x750x850 mm |
| 477 | MR - 10 Luggage Rack / Bench - Interio Wooden Bench or equivalent as per direction of engineer in charge - 800x400x450 mm |
| 478 | MR - 37 TV Unit / Console - Vigo Premium TV+Media Unit or equivalent as per direction of engineer in charge - 1400x350x500 mm |
| 479 | MR - 19 Floor Lamp - Interio Arc Floor Lamp or equivalent as per direction of engineer in charge - Dia300 H1600 mm |
| 480 | MR - 16 Side Table (round) - Nest Round Side Table or equivalent as per direction of engineer in charge - 500x500x550 mm |
| 481 | F1-2 Drawing Rooms (72 SQ.M x2)MR - 12 3-Seater Sofa - Paramount 3-Seater Fabric Sofa or equivalent as per direction of engineer in charge - 2100x850x900 mm |
| 482 | MR - 13 2-Seater Sofa - Magnate 2-Seater Fabric Sofa or equivalent as per direction of engineer in charge - 1600x850x900 mm |
| 483 | MR - 14 Arm Chair / Single Seater - Magnate 1-Seater Chair or equivalent as per direction of engineer in charge - 850x850x900 mm |
| 484 | MR - 15 Coffee Table (large) - Plank Coffee Table Walnut or equivalent as per direction of engineer in charge - 1200x600x450 mm |
| 485 | MR - 16 Side Table - Nest Round Side Table or equivalent as per direction of engineer in charge - 500x500x550 mm |
| 486 | MR - 38 TV Unit / Console - Vigo Premium TV+Media Unit or equivalent as per direction of engineer in charge - 1600x400x500 mm |
| 487 | MR - 32 Bookcase / Display Unit - Interio Open Bookcase or equivalent as per direction of engineer in charge - 1200x350x1800 mm |
| 488 | MR - 39 Centre Rug - Handloom Area Rug or equivalent as per direction of engineer in charge - 2400x1600 mm |
| 489 | MR - 19 Floor Lamp - Interio Arc Floor Lamp or equivalent as per direction of engineer in charge - Dia300 H1600 mm |
| 490 | F1-3 Dining Room (45 SQ.M)MR - 40 Dining Table (8-seater) - Interio Fern 8-Seat Dining Table or equivalent as per direction of engineer in charge - 2400x1000x750 mm |
| 491 | MR - 41 Dining Chair - Interio Fern Dining Chair or equivalent as per direction of engineer in charge - 450x480x900 mm |
| 492 | MR - 42 Buffet / Sideboard - Interio Wooden Sideboard or equivalent as per direction of engineer in charge - 1800x450x900 mm |
| 493 | MR - 43 Bar / Serving Trolley - Interio Bar Trolley or equivalent as per direction of engineer in charge - 800x450x900 mm |
| 494 | MR - 44 Pendant Light (ceiling) - Non-brand Pendant Fixture or equivalent as per direction of engineer in charge - Dia 600 mm |
| 495 | MR - 45 Dining Area Rug - Handloom Dining Rug or equivalent as per direction of engineer in charge - 2800x2000 mm |
| 496 | F1-4 PA Room (65 SQ.M)MR - 46 Executive Desk - Interio Stance Executive Desk or equivalent as per direction of engineer in charge - 1800x900x750 mm |
| 497 | MR - 47 Executive Chair - Interio Lumbar+ Exec Chair or equivalent as per direction of engineer in charge - 650x650x1200 mm |
| 498 | MR - 48 Visitor Chair - Interio Visitor Chair or equivalent as per direction of engineer in charge - 550x550x900 mm |
| 499 | MR - 49 Meeting / Side Table - Interio Meeting Table or equivalent as per direction of engineer in charge - 1200x600x750 mm |
| 500 | MR - 50 Meeting Chair - Interio Conf Chair or equivalent as per direction of engineer in charge - 550x550x900 mm |
| 501 | MR - 29 Filing Cabinet (3-drawer) - Interio Steel Filing Cabinet or equivalent as per direction of engineer in charge - 470x620x1050 mm |
| 502 | MR - 32 Bookcase / Storage Unit - Interio Open Bookcase or equivalent as per direction of engineer in charge - 1200x350x1800 mm |
| 503 | MR - 13 Sofa (2-seater, waiting) - Magnate 2-Seater Fabric Sofa or equivalent as per direction of engineer in charge - 1600x850x900 mm |
| 504 | MR - 51 Coffee Table - Plank Coffee Table or equivalent as per direction of engineer in charge - 900x500x450 mm |
| 505 | MR - 33 Whiteboard / Board - Non-brand Magnetic Whiteboard or equivalent as per direction of engineer in charge - 1800x1200 mm |
| 506 | F1-5 Food Court (175 SQ.M)MR - 52 4-Seater Dining Table - Interio Cafe Dining Table or equivalent as per direction of engineer in charge - 1200x750x750 mm |
| 507 | MR - 53 Dining Chair (stackable) - Interio Stackable Dining Chair or equivalent as per direction of engineer in charge - 430x480x850 mm |
| 508 | MR - 54 2-Seater High Table (bar) - Interio Bar High Table or equivalent as per direction of engineer in charge - 700x700x1050 mm |
| 509 | MR - 55 Bar Stool - Interio Wooden Bar Stool or equivalent as per direction of engineer in charge - 380x380x750 mm |
| 510 | MR - 56 Food Service Counter - Interio Custom Service Counter or equivalent as per direction of engineer in charge - 3000x700x900 mm |
| 511 | MR - 57 Cashier / Billing Counter - Interio Billing Counter or equivalent as per direction of engineer in charge - 1200x600x950 mm |
| 512 | MR - 58 Tray Rack / Display Stand - Interio Metal Display Stand or equivalent as per direction of engineer in charge - 600x400x1500 mm |
| 513 | MR - 59 Waste Bin (large) - Non-brand SS Pedal Dustbin or equivalent as per direction of engineer in charge - Dia400 H700 mm |
| 514 | MR - 60 Indoor Plant / Divider - Decorative Planter or equivalent as per direction of engineer in charge - Pot Dia 350 mm |
| 515 | F1-6 Kitchen (32 SQ.M)MR - 61 Kitchen Work Table (SS) - Interio SS Work Table or equivalent as per direction of engineer in charge - 1800x700x850 mm |
| 516 | MR - 62 Under-counter Storage Cab. - Interio Modular Kitchen Base or equivalent as per direction of engineer in charge - 600x500x850 mm |
| 517 | MR - 63 Wall-mounted Shelf (SS) - Interio SS Wall Shelf or equivalent as per direction of engineer in charge - 1200x350 mm |
| 518 | MR - 64 Kitchen Dustbin (pedal) - Non-brand Pedal Dustbin or equivalent as per direction of engineer in charge - Dia350 H600 mm |
| 519 | MR - 65 Commercial Gas Range / Hob - Non-brand Commercial Range or equivalent as per direction of engineer in charge - 1200x700x850 mm |
| 520 | MR - 66 Commercial Exhaust Hood - Non-brand Exhaust Hood or equivalent as per direction of engineer in charge - 1400x900x600 mm |
| 521 | MR - 67 Refrigerator (commercial) - Non-brand Commercial Fridge or equivalent as per direction of engineer in charge - 800x700x1850 mm |
| 522 | MR - 68 Kitchen Sink (dbl bowl SS) - Non-brand SS Double Sink or equivalent as per direction of engineer in charge - 1000x500x300 mm |
| 523 | Supply & Installation of Security Surveillance SystemMR 1 CCTV Camera (Hikvision IP 4MP) |
| 524 | Construction of Watch Tower2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 525 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 526 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 527 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 528 | 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 529 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 530 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 531 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 532 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 533 | 5.1 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 :5.1.2 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) |
| 534 | 5.2 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 :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 535 | 12.5 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. |
| 536 | 12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m² |
| 537 | 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1 1:4 (1 cement: 4 fine sand) |
| 538 | 13.8 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 539 | 13.45 Finishing walls with textured exterior paint of required shade :13.45.1 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 |
| 540 | 11.35 Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm 10cm long forked at end 60cm apart (minimum three lugs to be provided) including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 11, 2026
11:30 IST
Tender Published
Tender notice published.
TodayDec 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 24 daysDec 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 26 daysTender Documents
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