Sales : +91-777 804 8217
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 20-09-2025 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 27-09-2025 |
| Sl. No. | Item Description |
| 1 | Taking down Shutters of any descriptionexc 1 sq. m and n exc 2 sq. m each, complete all as specified and directed by Engineer in Charge. |
| 2 | Taking down Shutters of any descriptionexc 1 sq. m and n exc 2 sq. m each and refixing in the same opening after easing & adjusting, complete all as specified and directed by Engineer in Charge. |
| 3 | Resecuring or easing & adjusting without taking down shutters of any description exc 1sqm not exc 2 Sqm each, complete all as specified and directed by Engineer in Charge. |
| 4 | Taking down chowkats or frames with shutters (without taking off shutters from the frame) area n.exc. 1.5 Sqm including builders hardwareeach, complete all as specified and directed by Engineer in Charge. |
| 5 | Taking down chowkats or frames with shutters(without taking off shutters from the frame) area exceeding 1.5 Sqm but not exceeding 4 Sqm each including builders hardware, complete all as specified and directed by Engineer in Charge. |
| 6 | S&F of 30 mm thick 2nd class HW rail and style Plain framed, panelled shutter (any nos ofpanel) 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 directed by Engineer in Charge. |
| 7 | S&F of 35mm thick 2nd class HW Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc.divided into squares, with plain,chamfered or rounded, mitred and rebated sash bars, any numbers, edges of framing plain,chamfered or rounded. fitted with cut and mitred beads for securing glass, etc. sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a) supplied and fitted to chowkats, complete all as specified and directed by Engineer in Charge. |
| 8 | S&F of 30 mm thcik Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides, complete all as specified and directed by Engineer in Charge. |
| 9 | S&F of solid pre lam PVC door frame/Chowkhat of size 100mm x 45mm made out of 5mm prelam PVC sheet reinforced with M.S. 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 directed by Engineer in Charge. |
| 10 | S&F of 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, complete all as specified and directed by Engineer in Charge. |
| 11 | S&F 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 directed by Engineer in Charge. |
| 12 | S&F 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 directed by Engineer in Charge. |
| 13 | 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 directed by Engineer in Charge. |
| 14 | S&F of Pressed steel frames for doors of size 125mmx60mmx1.25mm with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc, complete all as specified and directed by Engineer in Charge. |
| 15 | S&F of Pressed steel frames for doors of size 105mmx60mmx1.25mm with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc, complete all as specified and directed by Engineer in Charge. |
| 16 | M&L for Plain cement concrete 1:3:6, type C1, (using 20 mm graded crushed stone aggregate) as in back filling in pressed steel door and window frame, complete all as specified and directed by Engineer in Charge. |
| 17 | S&F in repair 150 mm aluminiumanodised barrel tower bolts, of extruded section, complete all as specified and directed by Engineer in Charge. |
| 18 | S&F of 150 mm aluminiumanodised barrel tower bolts, of extruded section, complete all as specified and directed by Engineer in Charge. |
| 19 | S&F in repair 250 mm 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, complete all as specified and directed by Engineer in Charge. |
| 20 | S&F in250 mm 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, complete all as specified and directed by Engineer in Charge. |
| 21 | S&F of mild steel butt hinges of 100 mm size medium weight cold rolled by welding to existing frame, complete all as specified and directed by Engineer in Charge. |
| 22 | S&F in repair 150 mm extruded aluminum alloy handles, fabricated type anodized, complete all as specified and directed by Engineer in Charge. |
| 23 | S&F of 150 mm extruded aluminum alloy handles, fabricated type anodized, complete all as specified and directed by Engineer in Charge. |
| 24 | 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, complete all as specified and directed by Engineer in Charge. |
| 25 | S&F of sheet glass 3.0 mm thick ordinary quality and glazing with oil putty/wooden beads in squares not exc. 0.50sqm in each pane, complete all as specified and directed by Engineer in Charge. |
| 26 | S&F of 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, complete all as specified and directed by Engineer in Charge. |
| 27 | S&F in repairs fancy type drapery rods, powder coated aluminium of 20-25mm size with fixing brackets, Knobs rollers etc, complete all as specified and directed by Engineer in Charge. |
| 28 | 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 directed by Engineer in Charge. |
| 29 | S&F of 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 directed by Engineer in Charge. |
| 30 | Demolition of stone slabs and tiles of and description or thickness as on platform, shelves, floors etc laid, bedded and pointed in any mortar, complete all as specified and directed by Engineer in Charge. |
| 31 | M&L for 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 with shade of granite, complete all as specified and directed by Engineer in Charge. |
| 32 | M&L for Marble work 18 to 20mm thick (table rubbed and polished) in steps, jambs, pillars, windowcills, cooking platforms including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade of Makrna Doogri/udaipur green over RCC slab including15 mmthick screed bed 1:4, complete all as specified and directed by Engineer in Charge. |
| 33 | M&L for glazed ceramic tiles of size 300 mm x 450 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 all as specified and directed by Engineer in Charge. |
| 34 | 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 for laying floor finishes, complete all as specified and directed by Engineer in Charge. |
| 35 | M&L for Non skid coloured ceramic tiles 7 to 8mm 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 by Engineer in Charge. |
| 36 | M&L for Non skid coloured ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.18 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 tiles, complete all as specified and directed by Engineer in Charge. |
| 37 | 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 by Engineer in Charge. |
| 38 | 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 by Engineer in Charge. |
| 39 | S&F of GI pipe medium grade15mm bore fixed to wallwall and ceiling or laying in floors, with all new fittings as required, complete all as specified and directed by Engineer in Charge. |
| 40 | Refixing old serviceable steel tubing 15 mm bore and connections in new or old position (walls, ceiling, floor etc), complete all as specified and directed by Engineer in Charge. |
| 41 | S&F of 20 mm bore galvanised iron tubing medium gradeincluding all fittings in walls/ceilings or laid in floors including cutting, complete all as specified and directed by Engineer in Charge. |
| 42 | Refixing old serviceable steel tubing 20 mm bore and connections in new or old position (walls, ceiling, floor etc), complete all as specified and directed by Engineer in Charge. |
| 43 | Supply hoisting and fix 500 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, including 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 and 20 mm PTMT float valve with ball including dismantling the existing tank, complete all as specified and directed by Engineer in Charge. |
| 44 | 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, including20mm 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 and 20 mm PTMT float valve with ball including dismantling the existing tank, complete all as specified and directed by Engineer in Charge. |
| 45 | 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. |
| 46 | 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. |
| 47 | 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, complete all as specified and directed by Engineer in Charge. |
| 48 | 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. |
| 49 | S&F in repair stop valves or two way 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. |
| 50 | S&F in repair Stainles steel grating (with waste hole) 125mm size, complete all as specified and directed by Engineer in Charge. |
| 51 | 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. |
| 52 | 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. |
| 53 | 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. |
| 54 | 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 deviceetc, complete all as specified and directed by Engineer in Charge. |
| 55 | S&F in repairs 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. |
| 56 | 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. |
| 57 | 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. |
| 58 | 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. |
| 59 | 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. |
| 60 | S&F in repair 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. |
| 61 | S&F in repair PTMT waste coupling of 40 mm dia (half or full thread) including taking down old coupling of any description, complete all as specified and directed by Engineer in Charge. |
| 62 | 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. |
| 63 | S&F in repair EWC anti microbial seat cover hygenic type for padestral pattern, complete all as specified and directed by Engineer in Charge. |
| 64 | S&F in repair steel helical door spring 250 mm ordinary rat tail rod pattern springs including roller plate, complete all as specified and directed by Engineer in Charge. |
| 65 | S&F in repair glass shelf with chromium plated guard, complete all as specified and directed by Engineer in Charge. |
| 66 | S&Fin repairs of CP Health foucet setwith 15mm dia 1 mtr long tube acrylic type, complete all as specified and directed by Engineer in Charge. |
| 67 | 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 80kg, complete all as specified and directed by Engineer in Charge. |
| 68 | S&F in repairs rubber door seal, complete all as specified and directed by Engineer in Charge. |
| 69 | Cleaning and removing all scale and dirt etc from tanks and from mouths of circulating pipes etc of capacity up to 1000 ltr and writing the date of cleaning on water tank with white paint, complete all as specified and directed by Engineer in Charge. |
| 70 | S&F in repair central hole wash basin mixer with fitttings, complete all as specified and directed by Engineer in Charge. |
| 71 | S&F in repair of wall mixer with all fittings, complete all as specified and directed by Engineer in Charge. |
| 72 | S&F in repairs 10 Litres, PVC valveless syphonic action type, flushing Cistern, low level, white inlet, ball valve, float, and brackets inclluding 32mm PVC flush pipe suitable for flushing cistern, complete all as specified and directed by Engineer in Charge. |
| 73 | S&F 110mm dia PVC (SWR) pipes, single socketed in any length with rubber ring joints and fixed to wall as in repair waste/soil pipe including taking out existing pipe, complete all as specified and directed by Engineer in Charge. |
| 74 | S&F 75 mm dia PVC (SWR) pipes, single socketed in any length with rubber ring joints and fixed to wall as in repair waste/soil pipe including taking down existing pipe, complete all as specified and directed by Engineer in Charge. |
| 75 | S&F in repair 110 mm dia PVC (SWR) bends of any radius with access door, complete all as specified and directed by Engineer in Charge. |
| 76 | S&F in repair75 mm dia PVC (SWR) bends of any radius withdoor, complete all as specified and directed by Engineer in Charge. |
| 77 | 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 brackets 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. |
| 78 | S&F in repair stainless steel kitchen rackmade of .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. |
| 79 | Demolition of brick or stone boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facing, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer in Charge. |
| 80 | 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 directed by Engineer in Charge. |
| 81 | M&L for Brick work with subclass B bricks, straight or curved on plan exc 6.00 mtr mean radius, built in 1:6 cement mortar, complete all as specified and directed by Engineer in Charge. |
| 82 | Dismantling boarding of any description including hardware fittings ,fixed in any position with nails etc, complete all as specified and directed by Engineer in Charge. |
| 83 | S&F of Factory made PVC cupboard sides, top & bottom frame (Each side measured Separately), 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, complete all as specified and directed by Engineer in Charge.Note:- Making good the disturbed side plastering and Painting with existing colour (Distemper/OBD ) included in the item |
| 84 | S&F of 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 withpanelling 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 bedding) and decorative PVC bedding is used on the front side of panel externally impart perfect finish to the shutter and joint together with solvent cement adhesive, complete all as specified and directed by Engineer in Charge. |
| 85 | S&F of Factory made PVC drawer of required size (Each side measured Separately ) constructed by joining two nos5mm thick plain PVCsheet at the sides andbottomjoint together with solvent cement adhesive, complete all as specified and directed by Engineer in Charge. |
| 86 | S&F of 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 adhesive, complete all as specified and directed by Engineer in Charge. |
| 87 | S&F of 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 Engineer in Charge. |
| 88 | S&F of 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 Engineer in Charge. |
| 89 | S&F of 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 directed by Engineer in Charge. |
| 90 | S&F of Continuous piano hingesstainless steel, bright finish width of flaps when open 30 mm, complete all as specified and directed by Engineer in Charge. |
| 91 | S&F of Stainless steel handle, 125 mm, complete all as specified and directed by Engineer in Charge. |
| 92 | S&F of Magnetic catcherfor cupboards, complete all as specified and directed by Engineer in Charge. |
| 93 | S&F of 40 mm wide Mild Steel telescopic channelfixed to drawer with screws, complete all as specified and directed by Engineer in Charge. |
| 94 | 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 steam Crude Everest Non Asbestos Fibber 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 adjacent 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 directed by Engineer in Charge. |
| 95 | Taking out carefully the cover slab of each manhole of depth from 1.0 m to 2.0 metre and removing the sludge by mechanical process or manual process transporting to a distance exc 250 m but not exc 500 m and depositing the same in excavated earthen pit of sufficient size and depth of any type of soil within the defence land, where directed including returning, filling of earth in excavated pit after every disposal of sludge and also applying one coat of linsed oil and cleaning with fresh water, placing the cover slab in position, complete all as specified and directed by Engineer in Charge.Note;- Cost of excavation for earth pit for disposal of sludge deemed to be included in the quoted rate. |
| 96 | Cleaning of blockage sewage line manually and then with fresh water of pipe 110 mm dia to 300 mm diain between man holes and passing rubber ball of suitable size through line to ensure all blockage perfectly clear to the entire satisfaction of Engineer in Charge complete all as directed. |
| 97 | Cleaning carefully the blokage of soil / waste pipe manually and then using fresh water of the blockage in CI / PVC Pipe 75 to 110 mm dia on wallsand ensure all blockage perfectly cleared including necessary scaffolding up to a height of 20.00 metre to the entire satisfaction of Engineer in Charge complete all as directed. |
| 98 | Taking out carefully the cover slab of gulley trapsof any size and shape, depth and clearing the blockage by removing the sludge/any material to a distance exc. 250m and n.exc. 500m and cleaning with fresh water placing the cover slab / Grating in position, complete all as specified and directed by Engineer in Charge. |
| 99 | Cleaning/removal of blockage from Nahani trap, floor trap, gully trap, IWC, EWC including CI / PVC or any other type pipe, complete all as specified and directed by Engineer in Charge.Note for item No. 95 to 99: The contractor shall deploy minimum four safaiwala with proper dressed along with tools in complaint cell of AGE B/R I daily at 8.30 AM to take instructions/ complaints of sewage block if required. |
| 100 | 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. (2) Contractor will ensure that no dispute ocure with civil authority while disposing offsludge out side by MoD Land, complete all as specified and directed by Engineer in Charge. |
| 101 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided, complete all as specified and directed by Engineer in Charge. |
| 102 | M&L for Pre cast RCC cover slab (1:2:3) type B-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 directed by Engineer in Charge. |
| 103 | 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 directed by Engineer in Charge. |
| 104 | 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 three coat of white wash, complete all as specified and directed by Engineer in Charge. |
| 105 | All as per serial item No 104 abovebut on ceiling |
| 106 | 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 finish, complete all as specified and directed by Engineer in Charge. |
| 107 | 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. |
| 108 | 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. |
| 109 | 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. |
| 110 | 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. |
| 111 | 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. |
| 112 | M&L for a coat of primer with alkali resistant on walls over completely removed surface of brick or conc surfaces, complete all as specified and directed by Engineer in Charge. |
| 113 | M&L 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. |
| 114 | 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. |
| 115 | Demolition of cement concrete inroofs, floors (other than graound floors) and removal of debries from site, complete all as specified and directed by Engineer in Charge. |
| 116 | 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. |
| 117 | M&L for 75mm Plain Cement Concrete 1:3:6, type C1, (using 20mm graded stone aggregate) as in plinth protection fair and smooth without using extra cement, complete all as specified and directed by Engineer in Charge. |
| 118 | M&L for 100mm thick Plain Cement Concrete 1:2:4, type B1, (using 20mm 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. |
| 119 | M&L for 75 mm thick Cement concrete type D-2, 1:4:8, (using 40mm graded aggregate) as in sub base to paving, complete all as specified and directed by Engineer in Charge. |
| 120 | M&L for providing cement concrete type BO (1:2:4) (using 12.5 mm graded stone aggregate) for providing slope, maintain level, roof kerbs or mud stops rounded or chamfered edges, complete all as specified and directed by Engineer in Charge. |
| 121 | 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. |
| 122 | M&L for sand cushning 25mm thick for interlocking tiles, complete all as specified and directed by Engineer in Charge. |
| 123 | M&L Screed bed or bedding layer 15 mm thick of cement mortar 1:6, finished rough for laying floor tiles, complete all as specified and directed by Engineer in Charge. |
| 124 | M&Lfor pre polished chequered cement concrete tilesarea of each tile exceeding 0.06 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. |
| 125 | Dismantling wrought iron or mild steel work of any description not otherwise provided, complete all as specified and directed by Engineer in Charge. |
| 126 | S&F of 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 A, complete all as specified and directed by Engineer in Charge. |
| 127 | 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. |
| 128 | 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. |
| 129 | S&F of 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. |
| 130 | S&F of 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. |
| 131 | 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. |
| 132 | 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. |
| 133 | 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. |
| 134 | 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. |
| 135 | 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. |
| 136 | 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. |
| 137 | Servicing to rolling shutters of size n exc 10 Sqm Each by taking down the rolling shutter cleaning, greesing ,tightening of springschecking all accessories and welding work where ever needed including replaced the parts of rolling shutters if required replace/change and refixingthe rolling shuter to its position, complete all as specified and directed by Engineer in Charge. |
| 138 | S&F of Steel rolling shutters of 1mm laths thickness witjout ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer, erected in position as indicated complete push pull or manual type including taking out old UNSV rolling shutters making good adjoining surface, complete all as specified and directed by Engineer in Charge. |
| 139 | S&F in repair Safety lever locks mild steel with levers for rolling shutters, complete all as specified and directed by Engineer in Charge. |
| 140 | S&F of Powder coated alluminium frame for doors, windows, ventilatrs with one or more rebates includingAluminium beading, rubber bead, Tension rods joining cleat for fixing etc, podwe coating shall not be less than 50 micron thick, complete all as specified and directed by Engineer in Charge. |
| 141 | S&F of Powder Coated aluminium door shutters, alluminium sections weighing .55 kg/M including necessary joining cleats, glazing clips, rubber neoprene packing, handles 2 Nos in each door , hinges powder coated aluminium snap beading screws etc, with powder coating of any colour (thickness of powder coating not less than 50 micron), complete all as specified and directed by Engineer in Charge. |
| 142 | S&F of aluminium powder coated window/door grills, mesh size 50mm x50mm thickness 3.8mm, complete all as specified and directed by Engineer in Charge. |
| 143 | S&F of Powder coating (Powder coating not less than 50 micron) aluminium window and ventilator shutters, side hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing,poder coated aluminium snap beading, screws, powder coated aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1 no.), complete all as specified and directed by Engineer in Charge. |
| 144 | Supply only 5.5 mm thick tinted glass ordinary quality and glazing with oil putty or with wooden/ alluminium shutter (supplied alongwith shutter) exc 0.50 sqm each, complete all as specified and directed by Engineer in Charge. |
| 145 | Supply only 12 mm thick both sides prelaminated Particle board, exterior grade, fixed with screws to frame work in cup board shutters, partitions, shelves etc, complete all as specified and directed by Engineer in Charge. |
| 146 | M&L for Double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover,governing pivot made of brass,other parts made of mild steel heavy duty and fixed as in repairs, complete all as specified and directed by Engineer in Charge. |
| 147 | S&F Butt hinges Aluminum 100 mm type C21, complete all as specified and directed by Engineer in Charge. |
| 148 | Note:-1. The Minor complaint is required to be rectified by the contractor within 24 hours. If contractor fail to rectify the complaint within 24 hours, recovery shall be made from the contractor @ Rs 500/- per complaint up to 10 days and there after recovery of Rs 1000/- per day per complaint.2.The Major complaint is required to be rectified by the contractor within 10 to 15 days. If contractor fail to rectify the complaint within 10 to 15 days, recovery shall be made from the contractor @ Rs 1000/- per complaint up to 20 days and there after recovery of Rs 2000/- per day per complaint. |
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