Tender For Miscellaneous Engineering Works Of Zone ‘A For The Year 2026-28 (I.E. 2Years).
Tender Value
3.11 Crore
Estimated cost
Bid Submission
28 Aug 2026
22 days left
EMD
4.11 Lakhs
Bank guarantee accepted
Document Fee
1770
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Visakhapatanam → Andhra Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Miscellaneous Engineering Works Of Zone ‘A For The Year 2026-28 (I.E. 2Years).
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavation in all kinds of soil 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m etc., as required and as directed by Engineer-in- Charge complete. |
| 2 | Surface dressing in all kinds of soil of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m etc., as required and as directed by Engineer-in-charge, complete. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift etc., as required and as directed by Engineer-in-charge, complete. |
| 4 | Supplying and filling in plinth with manufactured sand derived from Recycled concrete aggregate (RCA) under floors, including watering, ramming, consolidating and dressing etc., as required and as directed by Engineer-in-charge, complete. |
| 5 | Open timbering in trenches depth exceeding 1.5 m but not exceeding 3 m including strutting and shoring etc., as required and as directed by the engineer-in-charge, complete. All labour and materials.(Measurements to be taken of the face area timbered) |
| 6 | Earth work in all kinds of soil excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift etc., as required and as directed by the Engineer-in-charge, complete. |
| 7 | Excavation work in ordinary rock by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils, within a lead of 50 m etc., as required and as directed by the Engineer-in-charge, complete. |
| 8 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drain etc. including hire of pumpset, operator, man mazdoor, hoses, priming/fuel/consumables, leads, lifts and all incidental works etc., as required and as directed by the Engineer-in-charge. complete |
| 9 | Providing 10 cm thick approved type grass turfing to the slopes of including cost of all materials, labour, watering for minimum 15 days with lead 50 m and all lifts etc., as required and as directed by the Engineer-in-charge, complete. |
| 10 | Felling trees of the girth beyond 30 cm girth upto and including 60 cm girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material etc., as required and as directed by the Engineer-in-charge, complete. |
| 11 | 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 etc., as required and as directed by the engineer-in-charge, complete. |
| 12 | Providing and laying in position cement concrete of 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) excluding the cost of centering and shuttering, all work up to plinth level etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 13 | Providing and laying in position cement concrete of 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) excluding the cost of centering and shuttering, all work up to plinth level etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 14 | Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering, All work up to plinth level etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 15 | Providing and laying in position cement concrete of 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering, all work up to plinth level etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 16 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work of M20 grade with minimum cement content of 270 kg /cum using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing, all work up to plinth level etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 17 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work of M30 grade with minimum cement content of 350 kg /cum 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, all works up to plinth level etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 18 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete M30 grade with minimum cement content of 350 kg /cum 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, All works above plinth level upto V level etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 19 | Providing and laying in position cement concrete of 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 12.5 mm nominal size derived from natural sources) excluding the cost of centering and shuttering all work up to plinth level etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 20 | Providing centering and shuttering including strutting, propping etc. and removal of form |
| 21 | For Foundations, footings, bases of columns, or mass concrete etc., as required and as directed by the Engineer-In-Charge, complete. All labour and materials. |
| 22 | For Lintels, beams, plinth beams, girders, bressumers and cantilevers etc., as required and as directed by the Engineer-In-Charge, complete. All labour and materials. |
| 23 | For Columns, Pillars, Piers, Abutments, Posts and Struts etc., as required and as directed by the Engineer-In-Charge, complete. All labour and materials. |
| 24 | Repair grouting 20 cm. depth to aprons and revetment with CC 1:3:6 nominal mix using 20 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing depositing in position, tamping, finishing, curing and pointing with CM 1:3 etc., as required and as directed by the Engineer-In-Charge complete. All labour and materials. |
| 25 | Providing, transporting, hoisting and fixing precast reinforced cement concrete of M30 Design mix in slabs, lintels, beams, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but, excluding the cost of reinforcement, 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, including pumping of concrete to site of laying, curing, carriage and proper lifting accessories for head leads up to 150m etc., as required and as directed by the Engineer-In-Charge complete. All labour and materials. |
| 26 | Providing steel reinforcement thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all upto plinth level etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 27 | Providing brick work with common burnt clay modular bricks of class designation 7.5 in Cement mortar 1:4 (1 cement : 4 coarse sand) foundation and plinth, upto plinth level etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 28 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 29 | Providing brick work in super structure above plinth level up to floor V level with non modular fly ash bricks in cement mortar 1:4 (1 cement : 4 coarse sand) conforming to IS:12894, class designation 10 average compressive strength etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 30 | Providing half brick masonry in super structure above plinth upto floor V level with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement :4 coarse sand) etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 31 | Random rubble masonry with hard stone in superstructure above plinth level upto floor five level including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 32 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 33 | Providing and fixing close fitting adjustable 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., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 34 | Providing and fixing corrugated serrated adjustable 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., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 35 | Supplying of AC plain sheet 6mm thick at site of work etc., as required and as directed by the engineer-in-charge, complete. |
| 36 | Providing and fixing Pre-painted Galvalume Trapezoidal Profile Roofing sheets with 0.50mm thickness, Coating: Alu-Zinc coating AZ150 GSM. Tensile Strength: 550 MPA. Paint coating: Regular Modified Polyester painting. Painting Thickness (Top): 18 to 20 Microns, (Bottom): 5 to 7 Microns. Sheet Width: 1.020, Length: Maximum 12 Meters with Regular Range Colours or as desired by Engineer-in-charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 37 | Thermal Insulation of roofing with Expanded polystyrene fixed with Type N - Normal 50 mm thick with suitable adhesive to the false ceiling etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 38 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet of 2mm thick corrugated (2.5” or 4.2” or 6”) or step-down (2” or 3” or 6” ) as specified roofing up to any pitch, including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 39 | Providing structural repair to ceiling of roof slab and RCC members including chipping of damaged concrete, cleaning of reinforcement, application of high range zinc-rich epoxy resin for reinforcement steel anti-corrosion coating (two coats) and quality comprises of resin and hardner mixed in equal proportion by volume with minimum 9-10 hours between coats, sprinkling dry sand when 2nd coat is tacky so as to provide rough finish, epoxy bonding adhesive (2.2 sqm/kg) bonding coat on chipped portions, and restoration using SBR polymer modified cement mortar (1:40, 12 mm thick, polymer @ 2% by weight of cement), including scaffolding, curing and finishing as per specifications etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 40 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm.One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 41 | Providing sal wood beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 42 | Providing sal 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 etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. (hold fast lugs or dash fastener shall be paid for separately). |
| 43 | Providing and fixing second class teak wood of 30 mm thick shutters panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. (Note:- Butt hinges and necessary screws shall be paid separately). |
| 44 | Providing and fixing ply wood 7 ply, 9 mm thick decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type 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 rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 45 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 46 | Providing and fixing M.S. grills of required pattern in frames of windows fixed to openings /wooden frames with rawl plugs screws with M.S. flats, square or round bars including priming coat with approved steel primer etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 47 | Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames including 62x19 mm beading of second class teak wood and priming coat with approved steel primer etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 48 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm with second class teak wood beading 62X19 mm etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 49 | Providing and fixing ISI marked flush door shutters 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws conforming to IS : 2202 (Part I) nondecorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 50 | Extra for providing and fixing flush doors with decorative veneering on one side only instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 51 | Providing and fixing second class teak wood 35mm thick glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 52 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters (Area of opening for glass panes excluding portion inside rebate shall be measured) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 53 | Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 With decorative veneering on one side and commercial veneering complete marked, exterior grade (Grade I), of approved make, including IInd class teak wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 54 | Providing & fixing 4.0 mm thick glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 55 | Supplying & fixing in position 3mm thick plain or colour acrylic sheet panel in steel windows, ventilators, glazed partitions including polishing after fixing etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. including cost of putty or wooden fillets or clips as required in (1st and 2nd floors) |
| 56 | Providing & fixing 5.5 mm thick glass panes with putty and glazing clips in steel doors, windows, clerestory windows, etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 57 | Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed three layer or graded plain wood particle board medium density grade I, ISI marked and conforming to IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 58 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 59 | Supplying ply wood 5 ply with commercial ply on both faces 6 mm thick at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 60 | Providing and fixing sun control film of approved colour and shade, for glass doors, windows of different elevations including cost of labour charges etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 61 | Providing and fixing nickel plated 25 mm dia (heavy type) M.S. pipe curtain rods with nickel plated brackets etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 62 | Providing and fixing ISI marked IS:1341 heavy weight bright finished butt hinges with necessary screws etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 63 | a) 125x90x4.00 mm |
| 64 | b) 75x60x3.10 mm |
| 65 | Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 66 | 125x64x2.50 mm |
| 67 | 75x50x2.50 mm |
| 68 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade including strengthening with 2 mm dia wire or nuts, bolts and washers etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 69 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 70 | 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., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 71 | Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. All labour and materials. |
| 72 | Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). |
| 73 | Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers withSS304body using R2 series with frame (70mm & above) x (40mm & above) & both glazed and fly screen sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). |
| 74 | Casement door single panel with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides Using R3 series with frame (55 mm & above) x (50mm & above) & sash (55 mm & above) x (85mm & above) (Height upto 2.5 metre). |
| 75 | Providing and fixing of factory made of High Density High Moisture Resistant Wood Fibre (HDHMR) single shutter Dura door made up of FRAME: Door frame manufactured with High Density High Moisture Resistant Wood Fibre (HDHMR) of 36mm width x 100mm depth, laminated with 0.2mm thick PVC Foil using hot press and PUR adhesive, fitted with Gasket for energy efficiency and noise protection, affixed to the wall using high strength expandable PU Foam/ self-expandable wall fixing screws. Max dimensions in MM of 280 (depth) x 2440 (height )SHUTTER: Factory made 41mm thick shutter sandwiched with High Density High Moisture Resistant Wood Fibre (HDHMR) of 5.5mm thick skins on both sides and HDHMR of 30mm thickness as skeleton, core of high density Honey Comb and Laminated Veneer Lumber (LVL) for holding the lock body and hardware, laminated with 0.2mm thick PVC Foil and edge-banded with 1mm thick PVC edge-band using hot press and PUR adhesives. Max dimensions in MM of 1200 (width) x 41(thickness) x 2400 (height), ARCHITRAVE: Factory made Architrave of size 80mm x 12mm fitted to pre-made grooves within the frame for added aesthetics. Four design variants available, made with Density High Moisture Resistant Wood Fibre (HDHMR) of different thicknesses depending on the design variant, laminated with 0.2mm thick PVC Foil using hot press and PUR adhesive, fitted to the wall using strong quick acting adhesives. HARDWARE & ACCESSORIES: Imported hardware including door handles – 1 no, cylindrical magnetic lock -1 no, SS hinges – 3 nos. Including cost and conveyance of all material, Hardware, Labour charges and transportation complete for finished item of work etc., as required and as directed by the Engineer-in-charge, complete. |
| 76 | Supply and fixing of Bath/Toilet Door frame and shutter with 8mm laminated (IS.15786) using with 50mmx35mmx1.3mmthick aluminium door frame of weight 220grm per Rft with a rebate of 30 mm for provision for shutter , shutter made with 45mmx25mmx1.3 mm thick aluminium section of weight 210grms per Rft with8mm groove to accommodate 8mm thick laminated (IS.15786) and shutter having 3nos of ss 304gr Butt hinges of 100mm long, 100mm aluminium handles -2nos, and also 2 no’s of 200mmx12mm aluminium aldrops, the rates inclusive of all labor fixing at site and 50microns Ivory powder coated for aluminium door frame and shutter sections complete finished item of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 77 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete. All as per manufacturers specifications etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 78 | Providing and fixing to existing door frames with 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners bymeans of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S.Rod and fastened with nuts and washers, complete as per manufacturers specifications etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 79 | Supply of structural steel at site of work including loading, leading, unloading and stacking etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 80 | Structural steel such as tees, angles channels and R.S. joists |
| 81 | Structural steel such as MS Plates |
| 82 | Structural steel MS Flats upto 10mm in thickness |
| 83 | Structural steel fabrication 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, as required and as directed by the engineer-in-charge. All labour and materials. But excluding cost of steel. |
| 84 | Welding of mild Steel rails, angles, grills, rods, channels etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 85 | Supplying and fixing rolling shutters of 80x1.25 mm M.S. laths with 1.25 mm thick top cover approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 86 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 87 | Providing and fixing G.I. tubular gates (double shutters) with 40 mm dia GI Pipes and specials including diagonal pipes and frame welded to approved weld mesh of 75 x 25 mm size (3.15mm x 5mm dia) including painting with one priming coat and two coats of synthetic enamel paint of approved colour and shade (total 3 coats) with locking arrangements, necessary MS flats, Iron pintels etc., including fixing in CC bed blocks as directed with 12mm dia bolts and nuts, and washers etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 88 | Repairs to rolling shutters such as welding of shaft etc., greasing, repairs to the panels, and putting the shutters in working condition etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 89 | Supplying and fixing 18 gauge T.M.s. panels (Blades) to rolling shutters etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 90 | Polishing the mosaic surface by using polishing machine and manual polishing with suitable grit stones, cleaning the surface, removing old wax and cleaning with oxalic acid to obtain smooth surface and finishing with mansion polish etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 91 | Providing and laying Adanga Marble slabs flooring with 16 mm to 20 mm thick, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 92 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) with 40 mm thick with 20 mm nominal size stone aggregate finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 93 | Half Rounding the edges of Marble/Granite stone slabs of all thicknesses including polishing the same etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 94 | Full Rounding the edges of Marble/Granite stone slabs of all thicknesses including polishing the same etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 95 | Providing and laying Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent in flooring required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 96 | Providing and laying Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red in flooring required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 97 | Providing and fixing flooring with full depth jointing and pointing to the Marble/ Granite flooring for any sizes with epoxy emulsion grout/ synthetic /resin-based adhesive in width of 3-5 mm etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. But excluding cost of tiles. |
| 98 | Providing and fixing flooring with full depth jointing and pointing to the Marble/ Granite flooring for any sizes with cement-based adhesive in width of 3-5 mm etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. But excluding cost of tiles. |
| 99 | Supplying and fixing dressed double polished cuddapah slabs for cooking platforms and similar type of works etc., fixing with CM 1:3 etc., including black oxide powder, drilling holes etc, as required, and as directed by the EIC complete. All labour and materials. |
| 100 | Supplying and laying 2 mm thick flexible PVC floor tiles or sheets conforming to IS 3462 including cost of adhesive etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 101 | Supplying and laying linolium flooring with 2 mm thick plain sheets or tiles of approved colour and shade conforming to IS 653 and laying as per IS 1198 including cost of adhesive etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 102 | Providing and laying Non-skid red or white full body Ceramic floor tiles of Size 300 mm x 300 mm and thickness between 7-8 mm and 1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 103 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 104 | 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 etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 105 | Providing and laying vetrified floor tiles Size of Tile 600x600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 106 | Providing and laying Glazed Vetrified tiles Matt/Antiskid finish of size polished finish of Size 600 x 600 mm Vetrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel,plier, wedge, clips of required thickness, leveling System and rubber mallet for placing the tiles gently and easily etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 107 | Polishing marble floors/walls by using polishing machine and by manual polishing including cleaning the surface with oxalic acid to obtain smooth surface etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 108 | Chequered terrazo tiles 22 mm thick medium shade pigment using 50% white cement, 50% ordinary cement 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) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 109 | Flush/ Ruled Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 110 | Providing plastering with cement plaster (In fine Sand) 12 mm thick of mix 1:4 (1 cement : 4 fine sand) including raking out joints, cleaning the surface, curing etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 111 | Providing plastering with cement plaster (In fine Sand) 20 mm thick of mix 1:4 (1 cement : 4 fine sand) including raking out joints, cleaning the surface, curing etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 112 | Providing plastering with cement plaster (In fine Sand) 12 mm thick of mix 1:6 (1 cement : 6 fine sand) including raking out joints, cleaning the surface, curing etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 113 | Providing plastering with cement plaster (In fine Sand) 20 mm thick of mix 1:6 (1 cement : 6 fine sand) including raking out joints, cleaning the surface, curing etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 114 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 115 | Applying priming coat with ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 116 | Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 117 | Coal tarring two coats on new work using 0.16 Litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 118 | French spirit polishing two or more coats on new works including a coat of wood filler of approved brand on wood work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 119 | Painting with synthetic enamel paint two or more coats on new work paint of approved brand and manufacture of required colour to give an even shade etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 120 | Painting with synthetic enamel paint one or more coats on old work of approved brand and manufacture of required colour to give an even shade etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 121 | White washing with lime new work (three or more coats) to give an even shade etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 122 | Painting with aluminium paint one or more coats on old work of approved brand and manufacture to give an even shade etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 123 | Applying priming coats with primer of ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 124 | Varnishing with one or more coats with spar varnish of approved brand and manufacture etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 125 | Applying priming coats with water thinnable cement primer on wall surface having VOC content less than 50 grams/litre, primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 126 | Wall painting one coat with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 127 | Wall painting two coat with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 128 | Finishing walls with water proofing cement on old work (one or more coats @ 2.20 kg/10 sqm) of required shade etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 129 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 130 | Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 131 | Finishing walls on old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface with Acrylic Smooth exterior paint of required shade etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 132 | Providing and fixing white vitreous china long pattern water closet pan of size 580 mm squatting pan (Indian type) of approved make etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 133 | Providing and fixing white P.V.C.10 litre capacity low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 134 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively etc., cutting and making good the walls etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 135 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge, complete. All labour and materials. |
| 136 | Providing and fixing white vitreous china flat back single half stall urinal with 5 litre with white P.V.C. automatic flushing cistern of size 580x380x350 mm, 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 etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 137 | Providing and fixing 15mm nominal ball valve (brass) of approved quality, High or low pressure, with plastic floats etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 138 | Providing and fixing 20mm nominal ball valve (brass) of approved quality, High or low pressure, with plastic floats etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 139 | Providing and fixing white vitreous china wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 140 | Providing and fixing white vitreous china wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 141 | Supplying & fixing CI floor traps 1st quality ISI marked conforming to IS:1729-1979 with C.P. Grating fixing with white cement as per site requirements with standard practice for nominal Dia 75 mm (3\\") and grating size 100 mm Dia of weight not less than 4.0 Kgs etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 142 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 143 | Providing and fixing PTMT 600 mm long towel rail with total length of 645 mm, width 78mm and ffective height of 88 mm, weighing not less than 190 gms complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 144 | Supplying of stoneware pipes grade A (60 cm long) with 100 mm dia to site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 145 | Supplying of stoneware pipes grade A (60 cm long) with 150 mm dia to site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 146 | Supply of SWG Junctions (T's & Y's) conforming to IS standards with length of barrel 60 cm for - 100 x 100mm Dia at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 147 | Supply of SWG Junctions (T's & Y's) conforming to IS standards with length of barrel 60 cm for - 150 x 100mm Dia at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 148 | Supply of SWG Bends conforming to IS standards of 150 mm Dia at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 149 | Supply of SWG Bends conforming to IS standards of 100 mm Dia at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 150 | Laying, jointing and testing SWG pipes of any Dia with airtight cement joints including excavation of trenches and socket pits in any soil up to 914.4 mm (3'0\\") depth (except rock requiring blasting) and refilling with watering and tamping etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 151 | Providing and fixing G.I. Pipes 15 mm dia nominal bore complete with G.I. fittings and clamps,including making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 152 | Providing and fixing G.I. Pipes 20 mm dia nominal bore complete with G.I. fittings and clamps,including making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 153 | Providing and fixing G.I. pipes 20 mm dia nominal bore complete with G.I. fittings including trenching and refilling for external work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 154 | Providing and fixing G.I. pipes 25 mm dia nominal bore complete with G.I. fittings including trenching and refilling for external work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 155 | Providing and fixing G.I. pipes 40 mm dia nominal bore complete with G.I. fittings including trenching and refilling for external work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 156 | Providing and fixing G.I. pipes 50 mm dia nominal bore complete with G.I. fittings including trenching and refilling for external work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 157 | Supplying of 25 mm Dia brass full way valve with C.I. wheel (screwed end) of approved make at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 158 | Supplying of 50 mm Dia brass full way valve with C.I. wheel (screwed end) of approved make at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 159 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with ISI marked,10 litre low level white P.V.C.flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 160 | Supplying white plastic seat (solid) with lid C.P. brass hinges and rubber buffers to site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 161 | Providing and fixing brass bib cock of 15 mm nominal bore of approved quality and make etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 162 | Supplying & fixing 602 x 602 mm Cast Iron man hole frame and cover (light weight) 30 Kgs etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 163 | Supplying and fixing in position rain water trapezoidal Gutter using MS plate, MS angle, clamps at 1.5m center to center fixed to purlin including necessary stop ends and drop ends nozzles including sheet bending to shape, welding, cutting holes, bolts, nuts and rivets etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 164 | Supplying and fixing CP Brass pillar cock of 15 mm dia with check nuts for wash hand basin etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 165 | Supplying and fixing S or P traps for IWC etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 166 | Providing and fixing PTMT pillar cock 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms of approved quality and colour etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 167 | Supplying and laying un-plasticized PVC (Poly vinyl chloride) 20mm outside dia pipes for potable water supplies, as per ASTM D 1785 Schedule 80 in plumbing work including cutting the pipes, threading, clamps and ixing specials such as bends, tees, sockets unions, reducers as required including making good the cuttings such as floors, walls etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 168 | Supplying and laying un-plasticized PVC (Poly vinyl chloride ) 25 mm outside dia pipes for potable water supplies, as per ASTM D 1785 Schedule 80 in plumbing work including cutting the pipes, threading, clamps etc., fixing specials such as bends, tees, sockets unions, reducers etc., as required including making good the cuttings such as floors, walls etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 169 | 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 etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. But without fittings and the base support for tank. |
| 170 | Supplying GI reducing elbows as per I.S. of approved make 20 x 15 mm at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 171 | Supplying GI Unions as per I.S of approved make at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 172 | 15 mm dia |
| 173 | 20 mm dia |
| 174 | 25mm Dia |
| 175 | Supplying GI Nipples as per I.S of approved make at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 176 | 20 mm dia X 50mm long |
| 177 | 15 mm dia X 50MM long |
| 178 | Supplying the following GI specials at site of works etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 179 | 15 mm dia Tee |
| 180 | 20 mm dia Tee |
| 181 | 25 mm dia Tee |
| 182 | 50 mm dia Tee |
| 183 | 15 mm dia Elbows |
| 184 | 20 mm. dia Elbows |
| 185 | 25 mm. dia Elbows |
| 186 | 50 mm. dia Elbows |
| 187 | Nipple-25x75mm dia long |
| 188 | Nipple-15x100mm dia long |
| 189 | Nipple-15x150mm dia long |
| 190 | Nipple-20x75mm dia long |
| 191 | 20 x 15 mm. Reducer elbow |
| 192 | 20 x 15 mm. Reducer socket |
| 193 | 15 mm dia GI socket |
| 194 | 20 mm. dia GI socket |
| 195 | 25mm dia GI socket |
| 196 | Supplying 20 mm. x 100 mm. nipples |
| 197 | Supplying 20 x 150 mm. nipples |
| 198 | Supplying 25 x 50 mm. dia nipples |
| 199 | Supplying 25 x 100 mm. Nipples |
| 200 | Supplying 25 x 150 mm nipples |
| 201 | Supplying 25 x 300 mm. Nipples |
| 202 | Supply of GI nipple 20 mm. dia with check nuts and rubber washer (to suit for PVC tank connection) at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 203 | Supplying of brass sitting (to suit 15 mm. brass bib cocks) at the site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 204 | Supply of Nylon Rubber Washer (to suit 15 mm. dia brass taps) at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 205 | Supplying of G.I. pipes 15 mm Dia at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 206 | Supplying of G.I. pipes 20 mm Dia at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 207 | Supplying of G.I. pipes 50 mm Dia at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 208 | Supplying and fixing 15 mm dia polythene pipe connection as required with brass plumbing union of approved make and quality, including cost of caulking materials etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 209 | Supplying, laying, fixing and commissioning the PVC/SWR pipes of 6kg/sq.cm, Approved ISI brand including fixing necessary fittings like bends, plugs, couplers, junctions, tees, etc any diameter with solvent jointing as per standard practice, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 210 | 110mm Dia 3M single socket |
| 211 | 160mm Dia 3M single socket |
| 212 | 75mm Dia 3M single socket |
| 213 | Supplying 110 mm Dia - Plain Bend 87.5 Degree - UPVC/SWR Pipe fittings including transportation to site location etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 214 | Supplying 110 mm Dia - Single Tee with Door - UPVC/SWR Pipe fittings including transportation to site location etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 215 | Supplying 75 mm Dia - Single Tee with Door - UPVC/SWR Pipe fittings including transportation to site location etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 216 | Supplying 75 mm Dia - Door Bend 87.5 Degree - UPVC/SWR Pipe fittings including transportation to site location etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 217 | Supplying of 75 mm Dia - 45 Degree Bend - UPVC/SWR Pipe fittings including transportation to site location etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 218 | Supplying of 75 mm Dia - Vent Cowl - UPVC/SWR Pipe fittings including transportation to site location etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 219 | Supplying of 110 mm Dia Pipe Clip - UPVC/SWR Pipe fittings including transportation to site location etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 220 | Supplying of 75 mm Dia Pipe Clip - UPVC/SWR Pipe fittings including transportation to site location etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 221 | Supplying of 110 mm Dia - 45 Degree Bend - UPVC/SWR Pipe fittings including transportation to site location etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 222 | Supplying of 110 mm Dia - Vent Cowl - UPVC/SWR Pipe fittings including transportation to site location etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 223 | Providing and fixing 32mm Dia semi rigid pipe P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 224 | Supplying 15 mm dia Jayson make aluminum alloy tap (waste not cock) at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 225 | Supplying and fixing vitreous white half round channels, corner channels, stop ends etc., of internal radius 50 mm with or without out-let conforming to IS 2556 (Part-VII) fixing in CM 1:3 and jointing with white cement etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 226 | Supplying and stacking Good earth at site etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 227 | Supplying and stacking moorum at site etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 228 | Spreading of moorum or gravel / good earth in required thickness etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 229 | Supplying and stacking graded granite metal of size range 63 mm to 45 mm at site etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 230 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 231 | Cutting and removing old tar macadam surface etc. and disposing the debris within a lead of 50 m. etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 232 | Supplying of stone aggregate 6mm at site of work including loading, leading, unloading and stacking etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 233 | Supplying of stone dust at site of work including loading, leading, unloading and stacking etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 234 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 235 | Demolishing nominal cement concrete 1:4:8 or leaner mix (including equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in -charge. |
| 236 | Demolishing brick work in cement motor manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 237 | Dismantling pitching or dry walling and carefully stacking the useful materials within a lead of 50 m and removing the debris etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 238 | Dismantling asbestos Cement sheet roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead etc., as required and as directed by the engineer-in-charge, complete. |
| 239 | Dismantling lime or cement plastering from walls and raking out joints up to 20 mm deep and cleaning the surface etc., including disposing the debris within a lead of 50 m as directed by the EIC complete. |
| 240 | Dismantling doors, windows and clerestory windows (steel or wood) shutter of area 3 sq. metres and below including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead etc., as required and as directed by the engineer-in-charge, complete. |
| 241 | Raggling of Cement concrete, Masonry or Plastered old surface and preparing the surface for re-concreting or replastering work, including disposal of rubbish with in a lead of 50m etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 242 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 243 | Dismantling R.C.C. fencing posts or struts and stacking within 50 metres lead including all earth work and dismantling of concrete etc. in base etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 244 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 245 | Fencing with G.I. barbed wire and angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. |
| 246 | Supplying cow dung/cattle dung manure at site of work including loading, leading, unloading and stacking etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 247 | Supplying and fixing rolling springs of required size and make such as English or Swedish or its equivalent spring steel wire for rolling shutters as required level and reconditioning the shutters etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 248 | Supplying and fixing approved superior variety curtain for doors and windows of Polyester cotton including stitching charges for 4 sides ,stiffner cloth on top and providing plastic hanging rings etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. (payment will be made for finished curtain me asurements only.For curtain cloth cost should not be less than Rs.200/Sqm.) |
| 249 | De-siltation of drains including removing silt, slush, pebbles garbage, iron ore, iron ore fines etc., by mechanical means including removing the sand iron underwater if existing within a lead of 10M and for all lift and transportation of the same after drying, upto 1KM and levelling the same etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 250 | Transportation of Earth material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 5km for all lifts, after dumping neat levelling complete etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 251 | Transportation of Earth material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10km for all lifts, after dumping neat levelling complete etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 252 | Transportation of building rubbish/debri by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10km for all lifts, after dumping neat levelling complete etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 253 | Chipping and removing of old or existing cement mortar plastering, including disposal of rubbish with in a lead of 50m etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 254 | Lifting and removing the RCC pre-cast slabs of various sizes over the drains, sub ways, cable ducts, man holes etc., carefully replacing the same in position wherever required without causing damage to the slabs, drains, subways, cable ducts and Manholes as required and as directed by the Engineer-In-Charge complete with all labour, tools, etc., |
| 255 | Providing and hiring access scaffolding up to a height of 3.66 m using casuarina ballies, bamboo members, wooden posts, runners, reapers and wall plates, securely tied, braced and supported with adequate horizontal and vertical members, including providing working platforms with planks, guard supports as required, and ensuring safe access to work locations for execution of works with essential safety features for the workmen etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. The elevational area of the scaffolding shall be measured for payment purpose. |
| 256 | First Floor - 3.66M Height |
| 257 | Second Floor - 3.66M Height |
| 258 | Third Floor - 3.66M Height |
| 259 | Fourth Floor - 3.66M Height |
| 260 | Fifth Floor - 3.66M Height |
| 261 | Sixth Floor - 3.66M Height |
| 262 | Supply of Man Mazdoor / Women Mazdoor / Watchmen, Gangmen / Mazdoor (unskilled) to work in any site conditions etc., as required and as directed by the Engineer In Charge complete. All labour and materials. |
| 263 | Supply of Semi -skilled Artisans such as Carpenter/ Mason / painter / Fitter / Welder etc., as required and as directed by the Engineer In Charge complete. All labour and materials. |
| 264 | Supply of Skilled Artisans such as Carpenter/ Mason / painter / Fitter / Welder etc., as required and as directed by the Engineer In Charge complete. All labour and materials. |
| 265 | Supplying and fixing of anodized aluminum doors, windows, ventilators etc., of standard sections of INDAL or Equivalent joints mitred and welded manufactured to relevant IS standard specification including providing and fixing 4 mm thick plain glass, rubber packing, glazing clips, anodized aluminum beadings, fittings such as hinges, handles, as required applying and removing lacquer coat etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 266 | Supplying and fixing of anodized aluminium window sliding, aluminum doors, windows, ventilators etc., of standard sections of INDAL or equivalent joints mitered and welded manufactured to relevant IS standard specification including providing and fixing 4 mm. tick plain glass rubber packing, glazing clips anodized aluminum beadings, fittings such as hinges handles as required applying and removing lacquer coat etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 267 | Aluminum partitions or door sidelights fully glazed or partly glazed and partly fixed with pre-laminated particleboard 6 mm thick OSL Exterior grade ECO Board or equivalent etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 268 | Aluminum windows side hung fully open able with glazing bars etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 269 | Providing aluminum beading to MS. Window shutters, ventilators and fixed glazing to hold PVC or Acrylic sheet panel in position with aluminum angle 20 x 12 x 1.5 mm or aluminum flat 20 x 1.5 mm size fixed with aluminum rivets and suitable size including drilling holes, mitre cutting etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 270 | Acid cleaning the floors and dados by application of cleaning acid with sponge and cleaning with water-jet including removing stubborn stains by scraping and applying white / colored cement grout wherever necessary etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 271 | Cleaning the existing nylon/woolen carpet by removing dust and stains, cleaning with suitable chemicals including cost of chemicals, equipment, hire charges etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 272 | Writing sign boards on walls and concrete surfaces by scraping the existing surfaces, finishing, approved colour of synthetic enamel paint, writing letters of size 150mm to 350mm etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 273 | Providing and fixing aluminium handles of 125 mm, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 274 | Supplying of PVC cover/lid for Plastic storage tank with necessary PVC hinges etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 275 | Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, the cleaning shall consist following operations, (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 276 | Supplying of G.I plain sheet at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 277 | Re-canning chairs with plastic cane etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 278 | Removing and refixing with complete servicing of the MS windows etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 279 | Providing sealing compound to ACC sheet roofing bolts of the shed including scaffolding removing the old sealing compound if required, cleaning etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials but excluding cost of sealing compound. |
| 280 | Supply of Aldrops 300 mm long 16 mm dia oxidized iron fittings at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 281 | Supply of Tower bolts 100 mm long oxidized iron fittings at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 282 | Supply of Tower bolts 150 mm long oxidized iron fittings at site of work etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 283 | Supply of oxidized iron fittings Tower bolts 200 mm long at site of work etc., as required and as directed by the Engineer In Charge complete. All labour and materials. |
| 284 | Supplying 300 mm long aluminium aldrop (16 mm) ISI Mark at site of work as directed by the EIC complete. All Labour and materials. |
| 285 | Supplying 250 mm long aluminium aldrop (16 mm) ISI Mark at site of work as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 286 | Providing and fixing 300 x 10 mm aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 287 | Providing and fixing 250 x 10mm aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 288 | Providing and fixing 150 x 10mm aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 289 | Supply of glass putty at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 290 | Supply of Brass hanging type door stopper 150 mm at site of work etc., as required and as directed by the engineer-in-charge, complete. |
| 291 | Supply of Anodised Aluminium hanging type door stopper at site of work etc., as required and as directed by the engineer-in-charge, complete. |
| 292 | Supplying and fixing khus-khus thatties including grass and new bamboo frame etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 293 | Supplying of rubber washers for 10 litres capacity PVC flush tanks of required size and shape at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 294 | Supply & delivery of HDPE Pipes of 16kg/sqm.cm conforming to IS 4984 - 2016 including transportation to site location, supply up to 90 mm dia. in coil & above 90 mm dia. straight length etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 295 | OD 20 mm Diameter |
| 296 | OD 25 mm Diameter |
| 297 | OD 40 mm Diameter |
| 298 | OD 50 mm Diameter |
| 299 | Providing and fixing false ceiling with 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge. All labour and materials. but excluding the cost of painting. |
| 300 | Supplying and fixing of 12.7 mm Dia NP (Nickel Plated) push cock Ist quality etc., as required and as directed by the engineer-in-charge, complete. |
| 301 | Supplying of M-seal for leaking arresting gum at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 302 | Supplying of C.P. Brass angle valve 15 mm Dia at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 303 | Supplying of Taffalon tape for pipes and specials tightening at site of work etc., as directed by the Engineer-in-charge, complete. All Labour and materials. |
| 304 | Supplying of Shellack bottle for pipes and specials tightening at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 305 | Supplying of Brass spindles for taps & pillar cocks at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 306 | Supplying of new 'U' PVC pipes I.e., 15mm dia(each 3.05m length) at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 307 | Supplying & delivery of Unplasticised PVCs Pipes of 10 Kgs/cm2 for potable water supplies conforming to IS: 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to site location etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 308 | 20 mm Diameter |
| 309 | 25 mm Diameter |
| 310 | Supplying of FAPT -15 mm dia sockets at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 311 | Supplying of FAPT -20 mm dia sockets at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 312 | Supplying of FAPT -25 mm dia sockets at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 313 | Supplying of FAPT -15 mm dia Elbows at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 314 | Supplying of FAPT -20 mm dia Elbows at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 315 | Supplying of FAPT -25 mm dia Elbows at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 316 | Supplying of FAPT -15 mm dia Tees at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 317 | Supplying of FAPT -20 mm diaTees at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 318 | Supplying of FAPT -25 mm dia Tees at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 319 | Supplying of MS pipe of 40 mm dia including loading and unloading and stacking at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 320 | Supplying and transportation of treated drinking water in lorry / tankers including filling and delivary of water at site of work, crew charges fuel charges hire charges, waiting charges, hose pipes, taxes if any with all equipment charges etc, as required and as directed by engineer in charge complete all hire and operational charges. (water will be supplied by the VPT). |
| 321 | Supplying the following jaquar specials and items at site of work etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 322 | Supplying of Two way taps model.no.35041 |
| 323 | Supplying of health faucet |
| 324 | Supplying of soap dish model.no.18003 |
| 325 | Supply & Fixing of Angular stopcock with wall flange Jaquar Florentine (Quarter turn) series, Chrome finish with 7 years warranty etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 326 | Supply & Fixing of Pillar cock Jaquar Florentine (Quarter turn) series, Chrome Finish with 7 years warranty etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 327 | Supply & Fixing of Glass shelf 22'' Jaquar make Continental series, Chrome finish with 7 years warranty etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 328 | Supply & fixing of towel rail 24'' Jaquar make Continental series, Chrome finish with 7 years warranty etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 329 | Supply & Fixing of Toilet paper holder Jaquar make Continental series, Chrome finish with 7 years warranty etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 330 | Supply & Fixing of Waste coupling Jaquar make, Chrome finish with 7 years warranty etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 331 | Supply & fixing of concealed stop cock 12.7 mm (1/2\\") Indian Make heavy duty etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 332 | Providing and hiring tractor with trolley, including operator, fuel, lubricants, consumables, complete operation, maintenance, mobilisation to site and handing over in working condition, for transportation of construction materials etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 333 | Providing and hiring of hydraulic excavator 3D with tyre mounted with operator, fuel and all consumables, for excavation, loading, trenching, dressing and allied earthwork operations etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 334 | Providing and hiring hydraulic excavator, crawler mounted, fitted with 1.00 cum capacity bucket equals EX-200, including operator, fuel, lubricants, mobilisation, maintenance and all operational charges, for excavation, loading and allied earthwork operations, etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. (Payment will be made for number of Hours worked at site only) |
| 335 | Providing and hiring crawler mounted bulldozer of minimum 80 HP capacity with hydraulic blade arrangement, complete with operator, diesel, lubricants, maintenance, mobilisation and all operational charges, for dozing the debris / earth at site of work, leveling, grading and allied site development works etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. (Payment will be made for number of Hours worked at site only) |
| 336 | Hire and operational charges of trailer including operator Charges, fuel etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 337 | Supply on Hire of Mobile Crane of 8–10 tonne lifting capacity, truck mounted (or) hydraulic type, including driver/operator, fuel, lubricants, maintenance, mobilisation within site limits and all incidental charges required for safe lifting, shifting, loading, unloading and erection of materials, machinery (or) structural components at site etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 338 | Providing and hiring diesel road roller of 8–10 tonne capacity, complete with operator, fuel, lubricants, maintenance, mobilisation and all operational charges etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 339 | Hiring of SUV(Non A/C)(Tata-sumo/ Bolero/Travea or equivalent or higher version) of model 2018 or later including driver's salaries and maintainence charges,hire and operational charges, with 1800 km mileage per month etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 340 | Demolishing R.C.C. work manually/ by mechanical equipment of jack hammer including necessary cutting bits, operator charges, including stacking of steel bars and disposal of unserviceable material within 50 metres lead etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 341 | Removing of C.C Blocks 200mm Thick in pavements carefully without damaging the blocks and reuse the same wherever necessary including removing the mortar joints around block and stacking them within a lead of 50M etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 342 | Supplying and spreading gravel or moorum for sub-base in layers not exceeding 200mm compacted thickness compaction with power roller to the required density as per IRC at optimum moisture content including hire of roller, operational charges, tools and plant, watering etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 343 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 344 | Construction of dry lean cement concrete 1:3:6 nominal mix, sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio as per IS 456, aggregate gradation after blending to be as per specifications, cement content not to be less than 220 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 345 | Supplying, stacking and spreading 12.50 mm and 6 mm granite metal in 60:40 ratio to the required lines and levels for bedding PCC blocks etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 346 | Paving with cement solid blocks of size 30 x 20 x 20 cm including laying the same to the required line and level on a bed of 12.50mm graded granite metal and grouting the 10mm thick joints with clean dry screened river or gedda sand and flushing with water using jet pump etc., including rolling with power roller etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. but excluding cost of 12.50 mm graded granite metal bed and cement concrete blocks. |
| 347 | Paving with cement solid blocks of size 30 x 20 x 15 cm including laying the same to the required line and level on a bed of 12.50 mm graded granite metal and grouting the 10mm thick joints with clean dry screened river or gedda sand and flushing with water using jet pump etc., including rolling with power roller etc., as required by the Engineer-in-charge complete. All labour and materials but excluding cost of 12.50mm graded granite metal bed and cement concrete blocks. |
| 348 | Paving with cement solid blocks of size 30 x 15 x 20 cm including laying the same to the required line and level on a bed of 12.50 mm graded granite metal and grouting the 10mm thick joints with clean dry screened river or gedda sand and flushing with water using jet pump etc., including rolling with power roller etc., as required by the Engineer-in-charge complete. All labour and materials but excluding cost of 12.50 mm graded granite metal bed and cement concrete blocks. |
| 349 | Providing and applying tack coat with rapid setting bitumen emulsion on bituminous surface @ 0.25kg/sqm conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 350 | Consolidation of sub grade with power road roller of 8 to 12 tonne capacity after dressing to camber including making good the undulations etc. disposal of surplus earth with lead upto 50 metres etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 351 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand),including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. (length of finished kerb edging shall be measured to calculatevolume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 352 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating . The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 353 | Providing Retro-reflective regulatory sign board of size 900 mm dia metre made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 354 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. All labour and materials. |
| 355 | 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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 356 | Hire and operational charges of Diesel generating set 100/125 KVA including operator Charges, fuel etc., as required and as directed by the Engineer-in-charge complete.All Labour and Materials. |
| 357 | Supplying and fixing coir door mat of thickness 32 mm of required size shape and colour including removing and disposing of old door mats etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 358 | 6 feet X 2 feet |
| 359 | 5 feet X 2 feet |
| 360 | 3 feet X 1 1/2 feet |
| 361 | Supplying and fixing standard duty cushion mats of quality 12 X 1.22(18%) of required size shape and colour including removing and disposing of old door mats etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 362 | Supplying and fixing hexagon mats of quality 100 X 150 X 23mm of required size shape and colour including removing and disposing of old door mats etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 363 | Supplying and fixing micro heavy door mat of size 40 X 60 cm of required size shape and colour including removing and disposing of old door mats etc., as required and as directed by the Engineer In Charge complete. All Labour and materials. |
| 364 | Supply and fixing of new high quality wall papers including borders as approved by the Engineer In Charge including removing the old paper, cleaning the surface, scraping etc., including cost of adhesive etc., All labour and materials. |
| 365 | Supplying and fixing Wooden blinds of Bass Wood Smoke colour – 113 model of approved colour and design of superior variety blinds with required size and shape including operational pulling Chain and bottom channel with all necessary accessories including transport, lead, lift charges etc., complete all labour, tools and materials as directed by the Engineer In Charge. Payment will be made for finished blinds measurements only. |
| 366 | Supplying and fixing roller blinds of approved colour and design of superior variety with required size and shape including top frame with cover and pulling Chain and bottom channel with all necessary accessories including removing the old frames and finishing as required and as directed by department authorities and making good the same including transport, lead, lift charges etc., as required and as directed by the Engineer In Charge complete, all labour and materials. Payment will be made for finished blinds measurements only. |
| 367 | Supplying wrap knit fabric 75%(L) of size 3m x 50m x 2 polyster carbon of approved quality , color and design as required and as directed by the engineer in charge complete. All labour and materials including transportation to site. |
| 368 | Supplying and fixing three seater RCC Pre Cast bench of size (1.55m X 0.65m X 1.00m) with backrest of approved design including providing paintings to the bench of approved color and shade after erection at site complete all labour and materials including tranportation to site. |
| 369 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) Frame size 45 x 85 mm solid or/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC 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) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 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 and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length etc., as required and as directed by the Engineer-in-charge complete, all labour and materials (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). |
| 370 | Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100grams/sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/ scaffolding pipes or with any other fixtures complete all labour and materials (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work). |
| 371 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) 35 mm thick solid plain 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 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. All labour and materials. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately). |
| 372 | Supplying of sal or kamba wood planks of all sizes at site of work etc., as required and as directed by the engineer-in-charge, complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 06, 2026
11:30 IST
Tender Published
Tender notice published.
TodayAug 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysAug 31, 2026
Bid Opening Date
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