Tender For Repair Maintenance Of Sewerage System Periodical Services Hard Standing Paths And Certain Other Misc B/R Works In Af Stn Ferozepur Under Ge(Af) Bhisiana
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Bid Submission
24 Sep 2024
0 days left
EMD
60000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
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Competition Type
NCB
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Tender
Location / State
bhisiana → Punjab
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Available
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Not Available
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Project Description
Repair Maintenance Of Sewerage System Periodical Services Hard Standing Paths And Certain Other Misc B/R Works In Af Stn Ferozepur Under Ge(Af) Bhisiana
BOQ
| Sl. No. | Item Description |
| 1 | Taking down Shutters of any description exceeding 1.00 Square Metre and not exceeding 2.00 Square Metre Each, complete all as specified and as directed by Engineer in Charge. |
| 2 | Taking down PVC Chowkat or Frame of any description (without taking off Shutter from the Frame) not exc. 1.50 Square Metre Each including building hardwares of any description, complete all as specified and as directed by Engineer in Charge. |
| 3 | Taking down Chowkats or Frames (without Taking off Shutter from the Frame) exc. 1.50 Square Metre but not exc. 4.00 Square Metre Each, complete all as specified and as directed by Engineer in Charge. |
| 4 | S&F Second class hard wood, plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue, pinned at joints complete all as specified and as directed by Engineer in Charge. |
| 5 | M&L Second Class Hardwood Plain Framed Panelled Shutter 30mm thick (any number of Panels) with Lock Rail and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated complete all as specified and as directed by Engineer in Charge. |
| 6 | M&L Second Class Hardwood Glazed and Skeleton Shutter 35mm thick, prepared to receive Gauge/Glass (without Sash Bars) fixed with mitred beeds supplied and fitted to Chowkat and securing Glass, Gauge, etc. sizes of Members of Shutter as specified in SSR Part-I, Section 8, Clause 8.24(a), complete all as specified and as directed by Engineer in Charge. |
| 7 | S&F 30 mm thcik Flush shutters, solid core construction, with block board core and plywood face panels, commercialtype on both sides, complete all as specified and as directed by Engineer in Charge. |
| 8 | S&F solid pre lam PVC door frame/CHOWKHAT of size 100mm x 45mm made out of 5mm PRELAM PVC sheet reinforced with Mild Steel Square tube 15mm x 15mm. The two vertical door profiles are to be reinforced with 40mm x 20mm MS tube 19 guage. Door frame need to be fixed to wall using 100 mm long MS screws etc complete all as specified and as directed by Engineer in Charge. |
| 9 | S&F factory made solid panel pre lam PVC doorshutter 30 mm thick (style) consisting of frame made out of M.S. tubes 19 guage thickness and size of 40mm x 20 mm for stiles, top,bottom and lock rails. M.S. frame shall be covered with heat moulded prelam PVC ‘C’ channel having a PVC sheet strip of 30mm width stuck inside with solvent cement. 110 mm width forming stiles in which 100mmm should be flat and 5 mm should be tapered, and 5 mm thich, 135 mm wide prelam pvc sheet for top and bottom rail in wchich 125 should be flat and 5 mm should be tapered on either side of panel, also for lock rail 145 mm sheet, 125 should be flat and 5 mm tapered on either side. And additional 5 mm thich pvc strip struck inside of C channel. and prelam PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of prelam PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement etc complete all as specified and as directed by Engineer in Charge. |
| 10 | Supply and fixing in repairsbox type steel windows glazed & gauged factory made with side hung shutters includingbox type hinges with steel handle and steel peg stay,necessary grills and guard bars including preparation & applying two coats of Synthetic enamel paint over a coat of red oxide including taking down existing window and making good the disturbed portion with PCC or Plaster and painting the surface to match with the existing surface complete all as specified and as directed by Engineer in Charge. |
| 11 | Supply and fixing in repairsbox type steel ventilator glazed & gauged factory made with side hung shutters includingbox type hinges with steel handle and steel peg stay,necessary grills and guard bars and 4mm thickfroasted glassincluding preparation & applying two coats of Synthetic enamel paint over a coat of red oxide including taking down existing window and making good the disturbed portion with PCC or Plaster and painting the surface to match with the existing surface complete all as specified and as directed by Engineer in Charge. |
| 12 | M&L for preparation of new or previously untreated surface of wood or wood based materials of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by Engineer in Charge. |
| 13 | M&L for preparation new wooden surfaces exceeding 0.1 sqm & not exceeding 0.50 sqm each and applyingtar or coal tar black paint to back of chowkats, complete all as specified and as directed by Engineer in Charge. |
| 14 | M&L for preparation treating small articles such as stop, covers gully grating, holdfasts, ends of post backs of chowkats, etc. area n.exc 0.50 sqm each and applyingtar or coal tar black paint to back of chowkats complete all as specified and as directed by Engineer in Charge. |
| 15 | M&L for Mild steel small articles such as clamps, hold fast, wind ties, bends, anchorage plate, clamps for holding RWP, brackets, suspenders for ceiling etc conforming to Fe-410-0 or Fe-310-0, complete all as specified and as directed by Engineer in Charge. |
| 16 | M&L Pressed Steel Frame of size 125x60mm using 1.25mm thick Mild Steel Sheets for Doors with One or More Rebates including necessary Fixing Lugs, Hinges, Lock Strike Plate, etc., complete all as specified and as directed by Engineer in Charge. |
| 17 | M&L Pressed Steel Frame of size 105x60mm using 1.25mm thick Mild Steel Sheets for Doors with One or More Rebates including necessary Fixing Lugs, Hinges, Lock Strike Plate, etc., complete all as specified and as directed by Engineer in Charge. |
| 18 | M&L Cement Concrete 1:3:6 (20mm graded stone aggregate) as in Filling Back side of Chowkats, complete all as specified and as directed by Engineer in Charge. |
| 19 | S&F in repairs 150 mm aluminiumanodised barrel tower bolts, of extruded section, complete all as specified and as directed by Engineer in Charge. |
| 20 | S&F150 mm aluminiumanodised barrel tower bolts, of extruded section omplete all as specified and as directed by Engineer in Charge. |
| 21 | S&F in repairs 300mm aluminum anodised sliding door bolts, with hasp, staple (bolt type) and fixing clips of sheets, cast or extruded section and fixing bolts and sliding bolts of extruded section or cast alluminium alloy omplete all as specified and as directed by Engineer in Charge. |
| 22 | S&F in300mm aluminum anodised sliding door bolts, with hasp, staple (bolt type) and fixing clips of sheets, cast or extruded section and fixing bolts and sliding bolts of extruded section or cast alluminium alloy omplete all as specified and as directed by Engineer in Charge. |
| 23 | S&F in repairs mild steel butt hinges of 100 mm size medium weight cold rolled by welding to existing frame omplete all as specified and as directed by Engineer in Charge. |
| 24 | S&F in mild steel butt hinges of 100 mm size medium weight cold rolled by welding to existing frame omplete all as specified and as directed by Engineer in Charge. |
| 25 | S&F in repair 150 mm extruded aluminum alloy handles, fabricated type anodized omplete all as specified and as directed by Engineer in Charge. |
| 26 | S&F 150 mm extruded aluminum alloy handles, fabricated type anodized omplete all as specified and as directed by Engineer in Charge. |
| 27 | Hacking out old broken glass (any thickness, quality or description) from wooden frame or stone concrete or brick surrounds, glazed with putty or fixed with beads omplete all as specified and as directed by Engineer in Charge. |
| 28 | S&F sheet glass 3.0 mm thick ordinary quality and glazing with oil putty/wooden beads in squares not exc. 0.50sqm in each pane omplete all as specified and as directed by Engineer in Charge. |
| 29 | S&F 3 mm thick figured glass pin head type and glazing with oil putty/wooden beads in squares not exc 0.5 sqm in each pane omplete all as specified and as directed by Engineer in Charge. |
| 30 | S&F in repairs fancy type drapery rods, powder coated aluminium of 20-25mm size with fixing brackets, Knobs rollers etc.all as specified and as sample approed by GE, complete all as specified and as directed by Engineer in Charge. |
| 31 | S&F in repair galvanised steel wire cloth, 0.56 mm nominal dia of wire and average width of aperture 1.18 mm and fixed with tinned tacks, or galvanised staples complete all as specified and as directed by Engineer in Charge. |
| 32 | Dismantling Stone Slabs and/or Granite of any description or thickness in Floors, Aprons, etc. laid, bedded and pointed in Cement Mortar and removing debris, etc. to Outside MD/AF Land, complete all as specified and as directed. |
| 33 | M&L 20 mm thick Granite (of any type) work (table rubbed and polished) as in steps, jambs, pillars, window- cills,cooking platforms, working table and like over 20 mm thick screed bed or bedding layer in cement mortar (1:4), including pointing in white cement (1:2) using marble dust with admixture of pigment to match withshade of granite, complete all as specified and as directed by Engineer in Charge. |
| 34 | M&L Marble work 18 to 20mm thick (table rubbed and polished) in steps, jambs, pillars, windowcills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade ofgreen over RCC slab including 15 mmthick screed bed 1:4, complete al as specified and directed by Engineer in Charge. |
| 35 | M&L glazed ceramic tiles of size 450 mm x 300 mm x 6 to 7 mm thick colouredon vertical surfaces set, jointed and pointed in neat cement slurryand pointed in white cement mixed with colour pigment to match the existing surface with 10 mm thick screed bed in cement mortar (1:3) including dismantling of old unserviceable tiles complete al as specified and directed by Engineer in Charge. |
| 36 | M&L for Non skid coloured ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15mm thick screed bed in CM (1:4)including dismantling of old unserviceable tiles complete all as specified and directedfor laying floor finishes complete al as specified and directed by Engineer in Charge. |
| 37 | M&L for 15mm thick plaster on fair faces of brick work or concrete surfaces,mixed WPC @3% of weight of cement in CM 1:4 complete all as specified and directed by Engr-in-Charge. Note :- Water Proofing compound shall be measured and paid separately under appropriate Item. |
| 38 | M&Lfor Non skid vitrifiedceramic tiles 10mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15mm thick screed bed in CM (1:4) for laying floor finishes complete allincluding dismantling of old unserviceable tiles complete all as specified and directed all as specified and directed by Engineer in Charge. |
| 39 | M&L for Non skid/Vitrifiedceramic tiles 10mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm on vertical surfaces as in skirting set and jointed in neat cement slurry and pointed in white or coloured cement to match including 10mm thick cement plaster in CM 1:4 to receive vertical tilesincluding dismantling of old unserviceable tilescomplete all as specified and directed all as specified and directed by Engineer in Charge. |
| 40 | Taking up or down GI tubing 15 mm bore from trenches/wall including all fittings segregated and stacking the pipe, complete all as specified and directed all as specified and directed by Engineer in Charge. |
| 41 | Taking up or down GI tubing 20 mm bore from trenches/wall including all fittings segregated and stacking the pipe, complete all as specified and directed all as specified and directed by Engineer in Charge. |
| 42 | M&L Galvanised Tubes 15mm bore (dia), \"medium grade\", with all Fitting and fixed complete to Walls and Ceilings or laid in Floors, complete all as specified and as directed. |
| 43 | Refixing Steel Tubing 15mm bore (dia) and Fittings in New or Old Position, (Serviceable Pipes and Fittings obtained from Item No. 40 here-in-before) after cleaning Inner and Outer surfaces of Pipes by using of Wire Brush including provision of New GI Fittings (as required), complete all as specified and as directed. |
| 44 | M&L Galvanised Tubes 20mm bore (dia), \"medium grade\", with all Fitting and fixed complete to Walls and Ceilings or laid in Floors, complete all as specified and as directed. |
| 45 | Refixing Steel Tubing 20mm bore (dia) and Fittings in New or Old Position, (Serviceable Pipes and Fittings obtained from Item No. 41 here-in-before) after cleaning Inner and Outer surfaces of Pipes by using of Wire Brush including provision of New GI Fittings (as required), complete all as specified and as directed. |
| 46 | Supply hoisting and fix 500 ltrs rotational moulded polythene water storage water tanks two layered construction ( cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I duly ISI Marked, 20mm GI light grade over flow pipe approx length 1.5m long, 20mm GI medium grade pipe for wash out approx length 2.00 mduly plugged at one end shall be provided including dismantling the existing tank complete all as specified and directed by Engineer in Charge. |
| 47 | Supply hoisting and fix 1000 ltrs rotational moulded polythene water storage water tanks twin layered construction ( cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I duly ISI Marked, 20mm GI light grade over flow pipe approx length 1.5m long, 20mm GI medium grade pipe for wash out approx length 2.00 mduly plugged at one end shall be provided including dismantling the existing tank complete all as specified and directed by Engineer in Charge. |
| 48 | S&F in repair 20 mm dia D type CP towel rail 600 mm long between flanges complete all as specified and directed by Engineer in Charge. |
| 49 | S&F in repair Chromium plated long body fancy typebib taps with wall flange, cast copper alloy with round operating knob screwed down high pressure, screwed for 15mm bore iron pipe complete all as specified and directed by Engineer in Charge. |
| 50 | S&F in repair 15mm bore pillar taps cast copper alloy with capstan heads chromium plated screwed down high pressure with or without lettered \"HOT\" or \"COLD\" with long screwed shanks and fly nuts screwed for iron pipe and fixed, ccomplete all as specified and directed by Engineer in Charge. |
| 51 | S&F in repair stop valves/angle cocks, cast copper alloy concealed type long body with round operating knob chromium plated screwed down high pressure, screwed both ends for 15 mm bore iron pipe or brass ferrule, complete all as specified and directed by Engineer in Charge. |
| 52 | S&F in repair stop valves/ Two way angle cock, cast copper alloy concealed type long body with round operating knob chromium plated screwed down high pressure, screwed both ends for 15 mm bore iron pipe or brass ferrule complete all as specified and directed by Engineer in Charge. |
| 53 | S&F Stainles steel grating(with waste hole)125mm sizecomplete all as specified and directed by Engineer in Charge. |
| 54 | S&F in repair 15 mm dia 450 mm long PVC connection pipe with two PVC PTMT nuts at each ends with rubber washer complete all as specified and directed by Engineer in Charge. |
| 55 | S&F in repair PVC connection pipe 15mm dia and 600 mm long with two PTMT nuts at each ends with rubber washer complete all as specified and directed by Engineer in Charge. |
| 56 | S&F in repair 600 x 400 mm bevelled edge mirror of selected quality glass 5.5mm thick, mounted on 6mm thick AC building board or water proofing plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and directed by Engineer in Charge. |
| 57 | S&F in repair wash hand basin vitreous china white (flat back) of size 550x400mm including bracket 15mm dia 32mm dia waste coupling and32mm dia PVC waste pipe 90cm long etc. complete all as specified and directed by Engineer in Charge. |
| 58 | S&F in repairs vitreous china wash down water closet pan ( pedestal pattern) , white (excluding fixing bolts, flushing cistern and flush pipe) but with & including plasticseat cover of approved colour with flat bottom , and cover and mild steel chromium plated or aluminised hinging device etc complete all as specified and directed by Engineer in Charge. |
| 59 | S&F asin repairs 100 mm bore Traps \"P\" or \"S\" complete all as specified and directed by Engineer in Charge. |
| 60 | S&F in repair Vitreous china squatting pan , \"Orissa\" pattern, size 580 x 440 mm white, with integral foot rests complete including provision of lime concrete bedding complete all as specified and directed by Engineer in Charge. |
| 61 | S&F in repair CP soap dish fixed to wall with brass chromium plated screws complete all as specified and directed by Engineer in Charge. |
| 62 | S&F in repair 125 mm dia, chromium plated swivel type shower rose with 195 mm long chromium plated shower arm and wall flange suitable for fixing 15mm bore iron pipe complete all as specified and directed by Engineer in Charge. |
| 63 | S&F in repair 350 x 450 mm siz cabinet mirror rectangular shape with 4 mm thick selected quality mirror and PTMT frame with openable door sutter with PTMT frame outside mirror as framed complete all as specified and directed by Engineer in Charge. |
| 64 | S&Fin repair 20 mm bore ballvalves, high pressure of PTMT with epoxy coated aluminium rod & high-density plastic ball screwed for iron pipe and fixed (Minimum weight 210gms) complete all as specified and directed by Engineer in Charge. |
| 65 | S&F PTMT waste coupling of 32 mm dia (half or full thread) including taking down old coupling of any description complete all as specified and directed by Engineer in Charge. |
| 66 | All as per item No 65 here-in-before but 40 mm dia complete all as specified and directed by Engineer in Charge. |
| 67 | S&F in repairs 32/40mm dia flexible waste pipe for wash basin and kitchen sink complete all as specified and directed by Engineer in Charge. |
| 68 | S&F in repair15mm bore PTMT Bib taps standard any colour screwed down for iron pipe and fixed minimum weight 90 gm complete all as specified and directed. |
| 69 | S&F in repair EWC anti microbial seat cover hygenic type for padestral pattern complete all as specified and directed by Engineer in Charge. |
| 70 | S&F in repair steel helical door spring 300mm ordinary rat tail rod pattern springs including roller plate complete all as specified and directed by Engineer in Charge. |
| 71 | S&F Glass Shelf (Bath Tray) Accessories 45x15 Cm in size and fixed-in-repairs, complete all as specified and as directed by Engineer in Charge. |
| 72 | S&F in repairsHealth Faucet with Wall Hook, Chromium Plated having 1.00 Metre long with PVC Hose Pipe, complete all as specified and as directed by Engineer in Charge. |
| 73 | S&F in repair aluminium( Extruded section) body door closer hydraulically regulated , designation No. 3 universal type , suitable for door shutterof 851 to 1000mm in width and of weight between 61 to 80kgcomplete all as specified and directed by Engineer in Charge. |
| 74 | S&F in repairs aluminium door seal of any thickness complete all as specified and directed by Engineer in Charge. |
| 75 | M&L Cleaning and removing all Scales and dirts from the Tank and mouths of circulating Pipes, etc. after draining out Water from the Tank of capacitynot exc. 1000 Litre, cleaning the Tank by scrubbing the deposits with Wire Brush, re-fixing Inlet and Outlet Pipes in the Same Position and writing Letters \"CLEANED ON DD.MM.YYYY\" (i.e. Date of Cleaning of Tank) not exc. 50mm in height, complete all as specified and as directed. |
| 76 | S&F Brass Chromium Plated Central Hole Mixture 15mm bore (dia) without Popup Waste System with 450mm long provided Hoses including Flange suitable for Wash Hand Basin and fixed-in-repairs, complete all as specified and as directed by Engineer in Charge. |
| 77 | S&F in reapirs Brass Chromium Plated (2-in-1) Wall Mixture with provision for Mixing Hot and Cold Water suitable for fixing 15mm bore (dia) Pipe including Flange, complete all as specified and as directed by Engineer in Charge. |
| 78 | S&F in reapir PVC Flushing Cistern 10 Litre capacity White, Low Level, Valveless, Syphonic Action type with Inlet, Ball Valve, Float and Handle, a pair of Cast Iron Brackets Erecting Stand duly painted including cutting and pinning in Ends, Making Good Disturbed Surfaces in Cement Mortar 1:3, complete all as specified and as directed. |
| 79 | Dismantling PVC (SWR) pipe of size including fittings fixed to wall, celing, floor and any description complete all as specified and directed by Engineer in Charge. |
| 80 | S&F PVC (SWR) 110mm bore (dia) Soil, Waste and Ventilating Pipe, Single Socketed, in any length with Rubber Ring Joints fixed to Walls, Floors, complete all as specified and as directed. |
| 81 | S&F PVC (SWR) 75mm bore (dia) Soil, Waste and Ventilating Pipe, Single Socketed, in any length with Rubber Ring Joints fixed to Floors, complete all as specified and as directed. |
| 82 | S&F PVC (SWR) 110mm bore (dia), Bend any type, provided with Access Door, etc. and jointing with Solvent Cement and fixed-in-repairs, complete all as specified and as directed. |
| 83 | S&F PVC (SWR) 75mm bore (dia), Bend any type, provided with Access Door, etc. and jointing with Solvent Cement and fixed-in-repairs, complete all as specified and as directed. |
| 84 | S&F in repairs sinks made of stainless steel 1mm thick kitchen or labo-ratory with plugs, washers and wastes; including bedding in cement mortar on to dwarf wall or including fixing cantilever brack-ets and connecting union to pipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm, complete all as specified and directed by Engineer in Charge. |
| 85 | S&F stainless steel kitchen rackmade of 0.63 mm thick stainless steel sheetof size 900 mm x 900 mm x 250 mm fixed to wall with screws, complete all as specified and directed by Engineer in Charge. |
| 86 | Demolition Cement Concrete (un-reinforced) of any description in Ground Floors, Pavings, etc. not exc. 150mm thickness (above or below Ground Level) and removing debris, etc. to Outside MD/AF Land, complete all as specified and as directed. |
| 87 | M&L for 50 mm dia and 350 mm long medium grade GI pipe spouts with wire gauge on inside mouth to be fixed before water proofing treatment of sunken slabs by cleaning RCC slab surface floors and walls by wire brush and rendering 6 mm thick in CM 1:4 mixed with integral WPC on uneven surface to make it even.Fill it water and check for dampness and seepage, all junctions points of side walls where CI/GI pipe are passing shall be sealed with epoxy mortar.Apply two coats of polymer modified cementious water proofing coating of minimum thickness of 1 mm each layer as per manufacturers instructions on floor & walls (upto 100 mm above FFL)and spray coarse sand on surface when the second layer is still sticky.Apply 20 mm thick plaster in CM 1:4 mixed with integral WPC of approved make on floors and walls including rounding of corners and junctions stoping towareds spouts.All pipes laid in sunken portions shall be covered with 50 mm thick PCC 1:3:6 all around after painting with anti corrosive black japan paint on GI/CI pipes.Test the water proofed area by filling water at least 72 hours and tested for leakage/seepagefor the entire satisfaction of GE.After above said treatment apply two coats of hot blown bitumen @ 1.5 Kg /Sqm for each coat and laying 50 micron black polythene film in floors complete all as specified and as directed by Engineer in Charge. (Note : If leakage/Seepage occured after filling water at least 72 hours, the above said treatment will be re-done completely) |
| 88 | M&L for cement concrete 1:3:6 type C-2 , (20 mm graded stone agg) as in foundation fillingand sunken floors etc, complete all as specified and as directed by Engineer in charge. |
| 89 | S&F in reapirs 75mm bore( Sand Cast ) Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints , fixed to walls, complete all as specified and as directed by Engineer in charge. |
| 90 | S&F in repairs 100 mm bore( Sand Cast )Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints , fixed to wallscomplete all as specified and as directed by Engineer in charge. |
| 91 | S&F 75 mm bore CI Branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches fitted with oval access door asin repairs complete all as specified and as directed by Engineer in charge. |
| 92 | S&F 100mm bore CI Branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches fitted with oval access door asin repairs complete all as specified and as directed by Engineer in charge. |
| 93 | S&F 75 mm dia CI bends (any radius), diminishing pieces or tapers provided with access door in repairs complete all as specified and as directed by Engineer in charge. |
| 94 | S&F 100 mm dia CI bends (any radius), diminishing pieces or tapers provided with access door in repairs complete all as specified and as directed by Engineer in charge. |
| 95 | S&F 75mm dia Cast iron floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4)but as in repairs complete all as specified and as directed by Engineer in charge. |
| 96 | Demolition of brick or stone boulder masnory, built in cement mortar including all quoins, arches, pillars,Man Holes, Septic Tanks, Soakage wells etc., but excluding ashlar facing, dressed stonework and percast concrete articles complete all as specified and as directed by Engineer in charge. |
| 97 | M&L for brick work with subclass ‘B’ bricks, (locally available best quality) straight or curved on plan to any radius in half brick thick wall, built in cement mortar (1:4) complete all as specified and as directed by Engineer in charge. |
| 98 | M&L for Brick work with subclass B bricks, staright or curved on plan exc 6.00 mtr mean redius, biult in 1:6 cement mortar complete all as specified and as directed by Engineer in charge. |
| 99 | Dismantling boarding of any description including hardware fittings ,fixed in any position with nails etc complete all as specified and as directed by Engineer in charge. |
| 100 | Factory made PVC cupboard sides, top & bottom frame (Each side measured Seperately ) , 30mm thick (hollow) with a wall thickness of 5mm made out of extruded 5mm thickplain/printed / prelam PVC sheet reinforced with 19mm x 19mm MS square tubes of 19 gauge thickness throughout the frame and mitre cut at two corners and jointed with two numbers 150mm long brackets of 10mm x 10mm square tubes and cupboard frame shall be fixed to the wall using 65/100mm long MS screws through the frame by using PVC fasteners. A minimum of 4 nos of screw to be provided for each vertical member and minimum of 2 nos of srew to be provided horizontal member etc complete as per manufacter\"s instructions and all as specified and directed.Note :- Making good the disturbed side plastering and Painting with existing colour (Distemper/OBD ) included in the item. |
| 101 | Factory made PVC cupboardshutterof 30 mm thick consisting of frame made out of MS tubes of 19 gauge thickness and size 19mm x 19mm covered withpanneling of 5mm plain plus 5mm thick prelaminated PVC sheet fitted in the MS frame and sealed to the front stiles and rails which should having 20mm x15mm wide PVC biding and attached to back stiles and rails (which should have a 5mm 45 degree bend portion as beding) and decorative PVC beding is used on the front side of pannel externally impart perfect finish to the shutter and joint together with solvent cement adhesive complete all as specified and directed. |
| 102 | Factory made PVC drawer of required size (Each side measured Seperately ) constructed by joining two nos5mm thick plain PVCsheet at the sides andbottomjoint together with solvent cement adhesive complete all as specified and directed. |
| 103 | Factory made PVC centre partition shelfs of 25mm thicknessconsisting of MS Frame made out of MS tube of 19 guage thickness and size of 15x15mm inserted all around the hollow profile section and insert 15mmx15mm MS tube in the centre of this section and liped with 10mm (5mm x2 ) thick plain PVCsheet at the top andbottomand 20mm wide and 15mm thick on sides using solvent cement adhesivecomplete all as specified and directed . |
| 104 | S&F 5 mm thick termite proof, water proof and fire retardant laminated PVC sheetjointed together at front side of Cupboard drawer frame using solvent cement adhesive complete all as specified and directed by Engr-in-charge. |
| 105 | S&F 5mm thick termite proof, water proof and fire retartant plain PVC sheet jointed together & fixed on back side of Cupboard frame using solvent cement adhesive complete all as specified and directed by Engr-in-charge. |
| 106 | S&F 30 to 50mm wide and 5 mm thick laminated PVC leeping in front of the cupboard to be edge bonded usingonthe edges etc complete all as specified and as directed by Engineer in charge. |
| 107 | Continous piano hingesstainless steel, bright finish width of flaps when open 40 mm complete all as specified and directed by Engr-in-charge. |
| 108 | S&F Stainless steel handle of 125 mm long fixed to cupboard shutter, complete all as specified and directed by Engr-in-charge. |
| 109 | S&F Magnetic catcherfor cupboards complete as all specified and directed by Engineer in Charge, complete all as specified and as directed by Engineer in Charge. |
| 110 | S&F 40 mm wide Mild Steel telescopic channelfixed to drawer with screws, complete all as specified and as directed by Engineer in charge. |
| 111 | Dismantling of ceiling boards any thickness including cover fillets etc complete all as specified and as directed by Engineer in charge. |
| 112 | M&L in repairs for suspended false ceiling using E-grid 2430, 180 GSM (exposed ceiling suspension system ) of grid size 600mmx600 mm with main runner 38 mm x 24 mm and wall angle 24mm x 24mm using 4mm thick High Pressure stean Crude Everest Non Asbestos Fiber Cement plain Board (E-Board Classic)in & including a grid of GI system duly suspended with 4mmdia GI wire hanger fixed with steel dash fasteners or iron purlin from the roof with adjustment clip providing positions for light fixtures,air conditioning diffuser and ducts ,sprinkler ,smoke detectors etc.The main runners to be secured to structural soffits by hanger @ 1220 mm maximum c/c. the last hanger at the end of each main runner should not be placed at more than 450mm from the adjucent wall,Flush fitting 1220 mm cross tee to be interlocked between main runners @ 610mm c/c,so as to form 600mm x 600 mm grid complete all as specified and as directed by Engineer in charge. |
| 113 | Supply only integrated water proofing compound @ 3% weight of cement or as per manufacturer instruction complete all as specified and directed by Engioneer in Charge. |
| 114 | Cleaning of Sewer line Depth 1.5 mtr to 3 mtrand dia of pipe up to 300 mmby mechanicallytruck mounted hydro jet sewage line cleaning machineof sewage line water sludge tank with wash down system / suck derrick arm hydrualically spring loaded rotary sliding vane compressor with V hose end section no 33 nozzle and strainer all as specified and as directed by Engr-in-Charge. Note : The quoted rate includes removing and refixing of manhole covers. |
| 115 | Cleaning of sewer line depth 3 mtr to 5 mtrand dia of pipe up to 300 mmby mechanicallytruck mounted hydro jet sewage line cleaning machineof sewage line water sludge tank with wash down system / suck derrick arm hydrualically spring loaded rotary sliding vane compressor with V hose end section no 33 nozzle and strainer all as specified and as directed by Engr-in-Charge.Note : The quoted rate includes removing and refixing of manhole covers. |
| 116 | Desilting and cleaning of manhole chamber of any shape/size depthexceeding 0.6 Mtr not exceeding 1.5 Mtr by removing sludge/mud, silt, liquid etc (in foul condition) to outside MD land premises by manual andmechanical means after stoping of sewage flow by sand bags, gunny bags and ensure the the flow by removing the same after cleaning, all as specified and directed . Note : The quoted rate includes removing and refixing of manhole covers. |
| 117 | Desilting and cleaning of manhole chamber of any shape/sizedepthexceeding 0.6 Mtr but n exc 1.5Mtr by removing sludge/mud,silt, liquid etc(in foul condition to outside MD land premises including testing of manholes by filling with water ) all as specified and directed by mechanical method. Note : for ser item No 1 to 4:- (i) The rates quoted in the above item includes cost of T&P like rods, bamboos, gum shoes,shovel and hand glouses etc complete. |
| 118 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer in Charge. |
| 119 | M&L for Pre cast RCC cover slab (1:1.5:3) type A-1 (Using 20 mm graded crushed stone aggregate ) as in manhole cover slab etc and set in Cement Mortar (1:4) including necessary form work complete all as specified and as directed by Engineer in Charge. |
| 120 | M&L for TMT bars 8 mm dia and over cut to length, bent to shape as required including cranking, bending and binding with mild steel wire(annealed) not less than 0.9mm dia as in reinforcement bar, complete all as specified and as directed by Engineer in Charge. |
| 121 | M&L for preparation ofold decorated plastered surfaces of Wall by brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts, trading oil and greasy spots etc including cornices and pilasters etc and applying one coat of white wash, complete all as specified and as directed by Engineer in Charge. |
| 122 | All as per serial item No 122 abovebut on ceiling, complete all as specified and as directed by Engineer in Charge. |
| 123 | M&L for preparation ofold decorated plastered surfaces of wall by brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts, trading oil and greasy spots etc including cornices and pilasters etc and applying one coat of oil bound distemper incl filling the holes and cracks with white cement so that the surace will appear smooth finishcomplete all as specified and as directed by Engineer in Charge. |
| 124 | M&L for preparation of old painted steel surfaces of any description over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer in Charge. |
| 125 | M&L for preparation of old painted wooden surfaces of any description over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer in Charge. |
| 126 | M&L for preparation ofold decoratedwall surface by brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts, trading oil and greasy spots etc including cornices and pilasters etc and applying one coat of cement base paint complete all as specified and directed by Engineer in Charge. |
| 127 | M&L for preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of cement base primer onnew plastered surfaces complete all as specified anddirected by Engineer-in-charge. |
| 128 | M&Lfor preparation of old painted surfaces of walls and applying one coat ofoil bound distemper on wall complete all as specified and directed by Engineer in Charge. |
| 129 | M&L for complete removal of existing treatment of old wall surface and applying two coats of oil bound distemper over a coat of primer with1mm thickwall care putty complete all as specified and directed by Engineer in Charge. |
| 130 | M&L for complete removal of existing treatment by using mechanical steel brushes and preparing undecorated surface of wall or conc surfaces incl brooming down or steel wire brushing , scraping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots complete all as specified and directed by Engineer in Charge. |
| 131 | M&L for Preparation of new plastered surfaces of walls and applying two coats of oil bound distemper acrylic/distemper oil emulsion acrylic, white or tinted over a coat ofprimer of same make complete all as specified and directed by Engineer in Charge. |
| 132 | M&L for a coat of primer with alkali resistant on walls over old / new brick or conc surfaces complete all as specified and directed by Engineer in Charge. |
| 133 | Material and labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm using high quality brush/hand roller complete all as specified and directed by Engineer in Charge. |
| 134 | M&L for preparation of new plastered surfaces of walls, pillars, cornices and applying Two coats of premium quality exterior emulsion paint over priming coat of exterior primer complete all as specified and directed by Engineer in Charge. |
| 135 | M&L for writing letters or figures (Block, Roman, Italic or Indian) nexc 30cm high complete all as specified and directed by Engineer in Charge. |
| 136 | Demolition of cement concrete in ground floors and paving n exc 15 cm thickness (below or above ground level) and removal of debries from site complete all as specified and directed by Engineer in Charge. |
| 137 | M&L for 75mm PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in plinth protection fair and smooth without using extra cement complete all as specified and directed by Engineer in Charge. |
| 138 | M & L for 100mm thick PCC 1:2:4 type B2 (using 40mm graded stone aggregate) as in path/paving/hard standing and finishing the surfaces even and smooth without using exra cement complete all as specified and directed by Engineer in Charge. |
| 139 | M&L for 75 mm thick Cement concrete type D-2, 1:4:8 (40mm graded aggregate) as in sub base to paving complete all as specified and directed by Engineer in Charge. |
| 140 | M&L for machine pressed precast concrete interlocking paver block any shape and size size conforming to IS-15658-2006 of60mm thickness M-35 Gradewith grey cement and pigment complete all as specified and directed by Engineer in Charge. |
| 141 | M&L for sand cushioning 25mm thick for interlocking tiles complete all as specified and as directed by the Engr-in-Charge. |
| 142 | M &L Screed bed or bedding layer 20mm thick of cement mortar 1:6, finished rough for laying floor tiles, complete all as specified and directed by Engineer in Charge. |
| 143 | M&Lfor pre polished chequered cement concrete tilesarea of each tile exceeding 0.08 Sqm but not exceeding 0.11 Sqm,25 mm thick with white cement and pigments jointed with cement slurryand pointedwith in white cement mixed with coloured pigment tomatch with the colour of the tiles complete all as specified and directed by Engineer in Charge. |
| 144 | Dismantling wrought iron or mild steel work of any description not otherwise provided, complete all as specified and directed by Engineer in Charge. |
| 145 | S & F Rolled mild steel as in roof trusses (framed/unframed) purlins, rafter,trusses, rails and wind tie etc (Tee, Angle, channel or flat sections) incl distance pieces etc of grade Fe 410-W quality Acomplete all as specified and directed by Engineer in Charge. |
| 146 | M&L for preparation of new steel surfaces of any description over 10cm width or girth and applying two coat of synthetic enamel paint over one coat of red oxide complete all as specified and directed by Engineer in Charge. |
| 147 | Dismantling Plain or currugated steel steeting any guage thickness/Asbestos cement (corrugated,semicorrugated, etc.) sheets in roof coveringsany gauge, thickness,as in valley gutter, ridge of roof, wall and cladding etc complete all as specified and directed by Engineer in Charge. |
| 148 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugatedsteel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, chajjas, fixed with self tapping screws complete all as specified and directed by Engineer in Charge. |
| 149 | S&F Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in ridge of roof covering/ cladding to wall, chajjas, valley gutter, fixed with self tapping screws complete all as specified and directed by Engineer in Charge. |
| 150 | Taking down cement plaster on brick orstone masonry Including raking out joints, hacking for key scrubbing down with water etc complete all as specified and directed by Engineer in Charge. |
| 151 | M&L for 15 mm thick Cement plaster in CM (1:4) on fair faces of brick work or concrete surfaces including applying two coat of cement base paint over and a coat of primer after preparation of new plastered surfaces complete all as specified and directed by Engineer in Charge. |
| 152 | M&L for 15mm thick cement plaster in CM (1:6) on fair faces of brick or concrete surfaces and finishing the surface even and smooth (without using extra cement) etc including applying two coats oil bound distemper (OBD) over a coat of primer and after preparation of plastered surfaces complete all as specified and directed by Engineer in Charge. |
| 153 | M&L for rough cast plaster on brick wall consisting under coat of cement and sand mortar (1:3) not less than 10mm thick and while it is still in plastic state the rough cast mixture consisting of crushed stone or fine gravel mixed with coarse sand and cement in the ratio 1:1:1 shall be applied and finish even including applying two coat of cement base paint over and a coat of primer after preparation of new plastered surfaces, complete all as specified and directed by Engineer in Charge. |
| 154 | M&L for 5mm thick cement plaster 1:3 on fair faces of brick work or concrete surfaces in ceiling and finishing the surface even and smooth (without using extra cement) etc including applying two coats of white wash and after preparation of plastered surfaces complete all as specified and directed by Engineer in Charge. |
| 155 | M&L for Removing of bushes upto 10 cm dia trunk, grass from roof top, racking out joints/pointing to brick tiles laid flat and flush pointing with 1:3 cement mortar compound, complete all as specified and directed by Engineer in Charge. |
| 156 | Providing and injecting chemical emulsion for Post Constructional Antitermite Treatment at point of contact of wood work by chemical emulsion (in oil or kerosene based solution) @ 0.5 litre/hole by drilling 6mm dia holes at a downward angle of 45 degree at 150 centre to centre complete all as specified and directed by Engineer in Charge. |
| 157 | Providing and injecting chemical emulsion for Post Constructional Antitermite Treatment Of voids in masonry using chemical emulsion one litre per hole, at 300mm intervals including drilling holes at 45 degree and replugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floors complete all as specified and directed by Engineer in Charge. |
| 158 | Factory made single extruded WPC ) Wood Polymer Composite) solid door/window/ceosetory windows & other Frames/ Chowkat of size 45x70mm comprisisng of virgin PVC polymer of K value 58-60 (suspension Grade), Calcium carbonate and natural fibers (wood Powder/rice husk/wheat husk) and non txic 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 of 750kg/cum, screw withdrawal strength of 2200N (face) & 1100 N (Edge), minimum copmressive strength of 58 N/mm2, modules of elasticity 900N/mm2 and resitance to spread of flame of glass A category with property of being termite/borer proof water/ moisture proof and fire retardant and fixed positions with MS hold fast\"lugs/SS dash fasteners of required dia and length complete as per directios of Engineer-in-Charge. (M.S hold hold fast/lugs or SS dash fasteners shall be paid for separately) |
| 159 | S&F factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of size 30mm thick comprising type flush door shutter of size 30mm thick comrising of viegin ploymer of valuve 58-60 (Suspension Grade) calcium carbonate and natural fibers (wood pwder/rice husk/wheat husk) and non toxic additives (maximum tocity indx of 12 for 100gms) having minimum dencity of 650 kg/cum and screw withdrawal strength of 1800N (Face) & 900 N (Edge) minimum compressive strength 50N/mm2 modulus of elasticity 850N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutters anf fixixng with stainless but hinges of requires size with necessary full body threaded star headed counter sunk S.S screw all as per direction of Engr-in-Charge |
| 160 | Desilting and cleaningof manhole chamber of any shape/size depthexceeding 3 Mtr n.exc 4.5 mtr by removing sludge/mud, silt, liquid etc (in foul condition) to outside MD land premises by manual and mechanical means after stoping of sewage flow by sand bags, gunny bags and ensure the the flow by removing the same after cleaning, all as specified and directed . Note: The quoted rate includes removing and refixing of RCCmanhole covers and works shall be carried out with all safety precautions. |
| 161 | Desludging/ dewatering ,Cleaning of septic tank/manholes of any depth, including sludge by pumping out of sludge using mechanical equipment and transported by a vehicle of capacity 6000 Ltrs and removed outside MD land including cleaning off shrubs/bushes, vegetarian found around 2 Mtrs from external edge of septic tank andsludge chamber, all as specified and directed by Engineer in charge.Note : The quoted rate includes removing and refixing of RCCmanhole covers and works shall be carried out with all safety precautions. |
| 162 | Cleaning of sewage line blockage by rodding from manhole to manhole, Manhole to cleaning eye including that from first manhole to cleaning eye of down take pipe and removing all debris, sludge and solid material from sewage line and removalfrom site and well flushing with water after cleaning vertical pipe of following dia of pipes at any depth all as specified and as directed by Engineer-in-Charge. Depth of lineup to 3 Mtr and the dia of pipe 150mm:- |
| 163 | Cleaning of sewage line blockage by rodding from manhole to manhole, Manhole to cleaning eye including that from first manhole to cleaning eye of down take pipe and removing all debris, sludge and solid material from sewage line and removalfrom site and well flushing with water after cleaning vertical pipe of following dia of pipes at any depth all as specified and as directed by Engineer-in-Charge. Depth of lineup to 3 Mtr and the dia of pipe 200mm:- |
| 164 | Demolition of RCC manhole, septic tank cover slabs and similar works etc complete all as specified and as directed by Engineer in Charge. |
| 165 | M&L Plain cement concrete (1:2:4) type B1 (using 20 mm graded stone agg)as in coping, benching of manholes and similar work etc complete in foul conditions, complete all as directed by Engineer in charge. |
| 166 | S&F 150 mm dia PVC pipes, single socketed in any length with rubber ring joints and fixed to wall as in waste/soil pipe complete all as specified and directed |
| 167 | M&L for 75 mm thick reinforced precast cement concrete 1:1:2 type B-1 (using 20mm graded stone aggregate) as in manhole cover bromatic slabsfinish fair even and smooth without usingextra cement ( Top surface will be chequred finish) including S&F 2mm thick CR sheet all around the cover with 2 coat of bitumen paint and two round sunk steel handle 12mm dia to surface completeall as specified and directed by Engr-in-charge. Note: (i) TMT MS bars welded with2mm thick CR sheet for making frame. (ii) Reinforcement (only TMT bars) shall be measured and paid saperately) |
| 168 | Excavation in trenches in hard/dense soil not exc 1.5 mtr wide and not exc 1.5 mtr in depth as in foundation, drain etc complete all as specified and as directed by Engr-in-Charge. |
| 169 | All as per item No 21 above but exc 1.5m upto 3.0m depth in trenches in hard/dense soil as in foundation, drain etc complete all as specified and as directed by Engr-in-Charge. |
| 170 | Returning filling in including spreading, levelling watering and well ramming in layers n.exc 25 cm in hard/dense soil. |
| 171 | Removing excavated soil to a distance n.exc 50m and depositing where directed at a level not exc 1.5 m above the the starting point. |
| 172 | Demolition and breaking up of 150 mm dia sewage/ drain pipe with bed concrete set in cement mortar including removing debries out side MD land all as specified and as directed. |
| 173 | M&L 150mm dia salt glazed stoneware drain pipe (SGSW) grade \"A\" laid in trenches and jointed in CM 1:1 and tested all as specifiedand as directed. |
| 174 | M&L Concrete bed to drain pipes including forming cradles in PCC 1:4:8 type D2 using 40 mm graded aggregate for PVC (SWR)/RCC, Soilpipes after they are laid and tested for 150 mm dia bore pipe, complete all as specified and as directed by Engineer in Charge. |
| 175 | Cutting into existing manholes for connecting new drains 150/200mm bore pipe including removing existing branch drain pipes of 150/200mm bore & benching to form branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) surface finished and reforming benching as required and making good surface with plaster etc to match existing , etc omplete all as specified and as directed by Engineer in Charge. |
| 176 | Demolition and breaking up of 200 mm dia SGSW drain pipewith bed concrete set in cement mortar including removing debries out side MD land omplete all as specified and as directed by Engineer in Charge. |
| 177 | M&L 200mm dia salt glazed stoneware drain pipe (SGSW) grade \"A\" laid in trenches and jointed in Cement Mortar 1:1 and tested all as directed by Engineer in Charge.. |
| 178 | M&L Concrete bed to drain pipes including forming cradles in PCC 1:4:8 type D2 using 40 mm graded aggregate for PVC (SWR)/RCC, Soilpipes after they are laid and tested for 200 mm dia borepipe omplete all as specified and as directed by Engineer in Charge. |
AI Tender Summary
Tender Timeline
Aug 31, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 26, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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