Public Works Department-PWD has published Tender For Addition Alteration In Govt Saragarhi Memorial Senior Secondary School Town Hall At Mall Mandi Amritsar. Submission Date for this Tender is 05-07-2023. Building Work Tenders in amritsar Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 24-Jun-2023 | SBD | Technical Bid | 05-07-2023 |
| 2 | 03-Jul-2023 | Change in Time limit | Technical Bid | 05-07-2023 |
| Sl. No. | Item Description |
| 1 | Civil works |
| 2 | Dismantling cement conglomerate floors (25mm to 50mm) thick including concrete base. |
| 3 | Cement Concrete 1:4:8 with stone aggregate of size 40 mm guage mixing by machenical means using concrete mixer voluemetric type |
| 4 | Udaipur Green Marble Tiles flooring with 18-20 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Udaipur Green Marble Tiles of thickness 18mm to 20mm Slabs sizes above 0.50 sqm |
| 5 | Udaipur Green Marble Tiles of thickness 18-20 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately). Udaipur Green Marble Tiles of thickness 15mm to 20mm Slabs sizes above 0.50 Sqm |
| 6 | Providing and fixing Morwad Marble Strip 12mm to 15mm thick and 100 mm wide in kotah stone flooring over 12.50mm thickness base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivalent to the kota stone thickness andcolouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects. |
| 7 | Disposal of Malba ouitside the premises including loading and unloading as desired by Engineer in charge.. |
| 8 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Non traffic Areas and streets having width less than 3.05 mt.( Also not to used over footoaths). |
| 9 | Extra Cost for using darker fast shade for interlocking pavers Tiles of any shape & thickness instead of grey colours. |
| 10 | Construction of cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade Kerb stone laid with Kerb laying machine, all complete as per clause 408 |
| 11 | Regrading terracing of mud plaster covered with tiles or bricks in cement by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud plaster to proper, slope, relaying mud plaster Gobri leaping and tiles or bricks grouted in cement mortar 1:3 (1 cement and 3 fine sand) including replacing unserviceable tiles, or bricks with new over and disposal of unserviceable material to the dumping ground within 50 m lead (The cost of new tiles or bricks excluded). |
| 12 | Cost of new tile to be replaced instead of broken tiles in regrading of tile terracing including loading / unloading & all leads as desired by Engineer in charge . |
| 13 | Cement concrete 1:2:4 gola 10 cm. x 10 cm. quardrant along junction of roof with parapet wall finished smooth, where specially specified. |
| 14 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes single socketed (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS clamps. U-PVC pipes (working pressure 4 kgf. / sqcm) pipe 110 mm dia. |
| 15 | Providing and fixing 110 mm dia SWR U.P.V.CBend for Rain water pipeas per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-incharge.UPVC 110 mm bend |
| 16 | Providing and fixing 110 mm dia. U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. UPVC 110 mm Coupling /Sockets |
| 17 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 18 | Providing and fixing in position gratings 150mm x 150mm for gully trap. PVC grating (P.T.M.T.) |
| 19 | Fine dressed and machine rubbed red sand stone ( from Agra ) 25 mm to 50 mm thick lining on wall, pillars, skirting, dado & risers of steps laid in any pattern as specified on 12.5 mm thick cement coarse sand mortar 1:3 with neat cement slurry admixture of pigment to match the shade of stone including labour for fixing cramps, dowels, pins, etc. |
| 20 | Providing and laying vitrified floor tiles in different sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.) Size 600x600 mm |
| 21 | Extra for second floor |
| 22 | Removing Doors and Windows (Steel or wood) with chowkhats by making recesses in walls when the wall is not to be dismantled. Doors of area 3 sqm and below. |
| 23 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. |
| 24 | Dismantling glazed tiles (to be carefully removed). |
| 25 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps. |
| 26 | Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.) |
| 27 | Providing and fixing 10mm thick acid and/or alkali resistant tiles 300 mm x 300 mm of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge, in flooring or in dado / skirting on a bed of 12 mm thick mortar 1 : 4 (1 acid proof cement: 4 coarse sand). |
| 28 | Providing and fixing storage Cabnit underside of Shelves size 2"-0 deep x 2"-6" height consisting of 20mm thick water proof board 6mm thick water poof ply on back finished with 1mm thick sunmica outside as per shade approved by engineer in charge, handle hinges complete as per drawing. |
| 29 | Providing & Fixing wire mesh GI Chain link 10 gauge mesh size 50mm ISI 2721:1979 fixed with nut and bolt on vertical post and touch welding on horizontal membercompletein all respect as per specification and as desired by Engineer in charge. |
| 30 | Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats) |
| 31 | Iron grated doors, including pintle hinges & arrangements. |
| 32 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 33 | Painting two coats excluding priming coat with synthetic enemal paint using special quality paintin all shades on new wood work / metal work surface to give an even shade |
| 34 | Basket ball Court |
| 35 | Sand Filling in Wells complete as per Drawing and Technical Specifications. |
| 36 | Cement Concrete 1:4:8 with Stone aggregate of size 40 mm guage mixing by machenical means using concrete mixer voluemetric type |
| 37 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications |
| 38 | Provision for pair of basketbail pole including fixing at site complete as per specification & as desired by Engineer-in-Charge |
| 39 | Kitchen and mid day meal shed |
| 40 | Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position. For roof truss, well curbs, plate girders etc. of any span for building for bridges upto 15M span |
| 41 | Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.60 mm (+ 0.05 %) thick |
| 42 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation |
| 43 | Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 44 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 45 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. |
| 46 | 12.5mm thick cement plaster 1:4. |
| 47 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 48 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 49 | Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-2009 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. |
| 50 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps. |
| 51 | Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-InCharge. (Glazing and paneling to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required |
| 52 | Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in paneling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-In-Charge. Prelaminated particle board with decorative lamination on one side. |
| 53 | Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete I.S.I Designation No. III (size of door 851mm to 1000mm) |
| 54 | Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminum snap beading shall be paid in basic item) Float glass panes of 5 mm thickness |
| 55 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 56 | Applying proming coat with cement primer in all shade on newly plastered or concrete exterior surface. |
| 57 | Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats) |
| 58 | Providing and fixing 10mm thick acid and/or alkali resistant tiles 300 mm x 300 mm of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge, in flooring or in dado / skirting on a bed of 12 mm thick mortar 1 : 4 (1 acid proof cement: 4 coarse sand). |
| 59 | Alteration near driking water |
| 60 | Dismantling brick work tile masonary or tile lining. In Cement |
| 61 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. |
| 62 | 12.5mm thick cement plaster 1:4. |
| 63 | Providing and fixing 10mm thick acid and/or alkali resistant tiles 300 mm x 300 mm of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge, in flooring or in dado / skirting on a bed of 12 mm thick mortar 1 : 4 (1 acid proof cement: 4 coarse sand). |
| 64 | Providing and laying Rectified Porcelin floor tiles 400x400mm or more (thickness to be specified by the manufacturer) of premium quality conforming to IS:15622 of approved make in all colours laid on 20mm thick bed of Cement Mortar 1:4 ( 1 Cement : 4 Fine sand) for new flooring complete . |
| 65 | Plinth Protection Boudary Wall front |
| 66 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation |
| 67 | Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 68 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 69 | Base course of floor consisting of 100mm thick cement cocrete 1:8:16 and 100mm sand or stone filling (using mechanical mixer for mixing of material). |
| 70 | Conglomerate floor 40mm thick cement concrete topping 1:2:4 (using mechanical mixer for mixing of material). |
| 71 | 12.5mm thick cement plaster 1:5. |
| 72 | Horticulture Works |
| 73 | Various Horticulture Works |
| 74 | Grassing of grounds with doob grass including uprooting rank vegetation and weeds by digging the area to a depth of 15 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, mixing fertilizer, rough dressing and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts, planting grass roots in rows 10 cm apart in both directions, watering, weeding and maintenance till turf is formed. |
| 75 | Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control. 0.60mx0.60mx0.60m=0.216 cum |
| 76 | Planting specimen plants in prepared pits and watering. |
| 77 | Supplying and planting permanent trees in prepared pits and watering. |
| 78 | Supplying and planting permanent shrubs in prepared pits and watering. |
| 79 | Planting hedge including digging of trench 60 cm wide to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of sapling at 30cm distance from plant to plant in two rows. |
| 80 | Supplying at site of work good quality top soil, free from debris and weeds, from approved site of work with 5 km lead. |
| 81 | Planting ground covers (ordinary) including digging of beds to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of sapling at 25cm distance from plant to plant and row to row. |
| 82 | Maintenance of grassy grounds including fertilizer application, watering, weeding, top dressing with good earth and manure mixture, maintaining fine level, regular mowing and removal of rubbish with all lifts and leads. For Six months |
| 83 | Maintenance of tree including fertilization, application of insecticide, watering, weeding, training, pruning, disposal of debris and other activities.Maintenance of trees for the 1st year.For Six months |
| 84 | Maintenance of specimen plants for one year including, fertilization, application of insecticide, watering and weeding. |
| 85 | Maintenance of hedge plants for one year including application of FYM, fertilizer, insecticides, pruning and casualty replacement.For Six Months |
| 86 | Maintenance of shrubs for one year including training, pruning, fertilization, application of insecticide, watering and weeding.Individual shrubs.For Six months |
| 87 | Maintenance of ground cover (ordinary) for one year including application of FYM, fertilizer, insecticides, pruning and casualty replacement. |
| 88 | Public Health works |
| 89 | Rain Water Harvesting Well |
| 90 | Construction of Rain water recharge well3.00mtrdia with working depth 3.50mtr dia consisting of drilling bore 300mm dia 35mtr, supplying and lowering pvc perforated housing pipe 200 mm dia 10kgf/sqcm 50mtr sorrunded with filtermedia , galvanised stainer CI pipe Class LA 150mm i/d 4mtr duly plugged from top with bail plug, fixing MS clamp, MS socket, Well size 3.00 mtr internal dia, 4.00 mtr deepconstructed with BB in 1:5 cement sand mortar,plastered from inside, RCC slab, filtered media in 3 Layers, 2Nos RCC Man hole cover conneted with collecting chamber size 1mtr x 1mtr x 1.20 mtr deep providing and fixing MS grating and all other relevent material required as per site complete in all respect as per drawing attached and entire satisfaction of the Engineer-in-charge . (Note :- Payment will be made as per CSR Based Rates Plus/Minus Quoted rates). |
| 91 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 110mm o/d pipe of 10 Kgf. / sqcm |
| 92 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 200mm o/d pipe of 10 Kgf. / sqcm |
| 93 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. Earth work upto 1.5 m. Depth for All classes of soil except rocky |
| 94 | Sand Filling in Wells complete as per Drawing and Technical Specifications. |
| 95 | Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. 600mm x 900mm inside with 455mm x 455mm cover and frame light duty double seal |
| 96 | Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal |
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