Greater Noida Industrial Development Authority-GNIDA has published Tender For Construction Of Boundary Wall, Road, Drain, Rain Water Harvesting, Toilet And Guard Room Of Gangajal Campus R-17, Sector- 12A, Greater Noida. Submission Date for this Tender is 26-03-2024. Wall Construction Tenders in noida Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | A- BOUNDRY WALL |
| 2 | Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming ofexcavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only |
| 3 | Depth from 0.00 to 1.5m below GL |
| 4 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 5 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & manual placing . |
| 6 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. AR- (Sail Steel) DSR-18/5.22.6 |
| 7 | M-150 Brick Work in 1:4 cement & Coarse sand 2.2 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. |
| 8 | M-150 Brick Work1:4 one cement & four Coarse sand of 2.20 F.M. mortar in superstructure including necessary Cutting & moulding of brick as required.for walls of one brick thick. including supply of all materials, labour and T&P etc. requried for proper completion of the work. |
| 9 | Washed stone grit plaster on exterior walls of height upto 10 metre above ground level, in two layers, under layer 12mm cement plaster 1:4 (1cement: 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand :2 stone chipping 10mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings, complete as per specification and direction of Engineer-in- charge (Payment for providing grooves shall be made separately). |
| 10 | DSR-18/13.72/AR |
| 11 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : |
| 12 | 15 mm wide and 15 mm deep groove |
| 13 | DSR-13/13.73.1/P- |
| 14 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 15 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (sail steel) |
| 16 | DSR-13/10.25.2/P- |
| 17 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron "Y" shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (cost of M.S.angle, C.C. blocks shall be paid separately) |
| 18 | Painting or varnishing work in small areas or new woodwork with one coat (upto one square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm the ISI no. 103-1950. As in item (641) above but for every coat after first coat. SOR-642 |
| 19 | B- ROAD WORK |
| 20 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2, Lead up to 2KM, MORTH-305. |
| 21 | Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of 12mm mud mortar including filing joints with jamuna sand (with M-150 bricks) complete.DSR-18/11.2/AR |
| 22 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 23 | (SOR-281) |
| 24 | Providing and laying I ShapedInterlocking tiles Rubber moulded 80mm thick Precast cement concerete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including averege 50mm Thick Compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to ISI - 15658-2006 SOR/ A.R.Grey Colour. |
| 25 | M-150 Brick Work in 1:4 cement & Coarse sand 2.2 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. |
| 26 | (SOR-20/305a) |
| 27 | Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 28 | (SOR-20/279a) |
| 29 | 12 mm cement plaster of mix: |
| 30 | 1:6 (1 cement: 6 coarse sand) DSR-13/13.4.2/AR |
| 31 | C- RAIN WATER HARVESTING |
| 32 | Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming ofexcavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only. |
| 33 | 0.00 TO 1.50 M (SOR-251a) |
| 34 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 35 | (SOR-281) |
| 36 | M-150 Brick Work in 1:4 cement & Coarse sand 2.2 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. |
| 37 | SOR-305a |
| 38 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & manual placing . |
| 39 | MORTH-9.06 E/Case-II |
| 40 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. AR- (Sail Steel) |
| 41 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 42 | 1:6 (1cement:6 coarse sand) DSR-18/13.5.2/AR |
| 43 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. |
| 44 | EHD - 35: Circular shape 560 mm internal dia. (DSR-18/19.19.4.1) |
| 45 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in-charge, upto 90 metre depth below ground level. All types of soil, |
| 46 | 350 mm dia DSR-18/23.1.1.2/SOR |
| 47 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 48 | 150 mm nominal size diaDSR-18/23.4.2/SOR |
| 49 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in-charge.150 mm nominal size dia.DSR-18/24.3.2/SOR |
| 50 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.. DSR-18/23.7/SOR |
| 51 | Supplying, filling, spreading & leveling gravels of size range 4.6 mm to 4.8 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR-18/23.6/SOR |
| 52 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. SDR-18/23.5/SOR |
| 53 | Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete.DSR-18/9.50/SOR |
| 54 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. DSR-18/23.8/SOR |
| 55 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. DSR-18/23.12/SOR |
| 56 | D- TOILET AND GUARD ROOM |
| 57 | Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming ofexcavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only(SOR-251a) |
| 58 | Depth from 0.00 to 1.5m below GL |
| 59 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-281) |
| 60 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & manual placing |
| 61 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. AR (Sail Steel) DSR-18/5.226 |
| 62 | M-150 Brick Work in 1:4 cement & Coarse sand 2.2 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. |
| 63 | M-150 Brick Work1:4 one cement & four Coarse sand of 2.20 F.M. mortar in superstructure including necessary Cutting & moulding of brick as required.for walls of one brick thick. including supply of all materials, labour and T&P etc. requried for proper completion of the work. SOR-310 |
| 64 | 12mm cement plaster of mix |
| 65 | 1:6 (1cement:6 corse sand) DSR- 13/13.4.2/AR |
| 66 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 67 | 1.6 (1 cement :6 coarse sand ) DSR- 18/13.5.2/AR |
| 68 | 6mm cement plaster of mix 1:3 (1cement:3 Fine sand )DSR -18/13.16.1/SOR) |
| 69 | Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials,labour, Tools & plant etc. required for proper completion of the work. |
| 70 | SOR-660 |
| 71 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 72 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.(sail steel) |
| 73 | Painting or varnishing work in small areas or new woodwork with one coat (upto one square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm the ISI no. 103-1950. As in item (641) above but for every coat after first coat. SOR-642 |
| 74 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. usset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece 10.5.2 dsr-13 |
| 75 | (SOR-281) |
| 76 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 10.30.1 4.0 mm thick glass panes |
| 77 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge, inskirting, risers of steps and dados, over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (DSR-18/11.36/SOR) |
| 78 | Providing and laying Ceramic glazed floor tiles of size 300x300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS: 15622 of approved make in colours such as white, ivory, grey, fume red brown, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including pointing the joints with white cement and matching pigment etc., complete. (DSR-18/11.37/SOR) |
| 79 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 , of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 80 | Size of Tile 600x600 mm (DSR-18/11.41.2/SOR) |
| 81 | Providing and laying integral cement based waterproofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: |
| 82 | (a) Applying a slurry coat of neat cement using 2.75Kg/Sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. |
| 83 | (b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. |
| 84 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75Kg/Sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge. |
| 85 | (d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm square 3mm deep. |
| 86 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-charge: |
| 87 | With average thickness of 120mm and minimum thickness at khurra as 65mm. (DSR-18/22.7.1/SOR) |
| 88 | Making Khurra 45 cms x 45 cms with c.c. 1 : 2 : 4 average 5 cms thick including supply of all materials, labour, T andP etc. required for proper completion of work. SOR-21.20 |
| 89 | Providing and fixing uPVC Pipe (6.0 Kg. per Sqcm pressure) Kisan/Supreme Quality or Equivalent) includes jointing of pipes & fittings with one step uPVC solvent cement & testing of joints complete as per direction of Engineer in Charge. External work |
| 90 | Single socket pipes 110mm diametre. (DSR-18/12.41.2/SOR ) |
| 91 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.SOR/DSR-18/10.18 |
| 92 | Providing and fixing white vitreous china pedestal type water closet (Indian type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: |
| 93 | W.C. pan with ISI marked white solid plastic seat and lid. (DSR-18/17.1.1/SOR ) |
| 94 | Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 95 | White vitreous China wash basin size 630x450 mm with a single 15mm C.P. brass pillar taps. (DSR-18/17.7.2/SOR ) |
| 96 | Providing and fixing uPVC Pipe (6.0 Kg. per Sqcm pressure) Kisan/Supreme Quality or Equivalent) including all uPVC fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work DSR-18/18.9.9 |
| 97 | Single socket pipes 110mm diametre. (SOR) |
| 98 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 99 | Semi rigid pipe 32 mm dia DSR-18/17.28.1.1 |
| 100 | Providing and fixing PTMT grating of approved quality and colour. |
| 101 | Circular Type: 100 mm nominal dia. (DSR-18/18.58.1.1 ) |
| 102 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge. Internal work - Exposed on wall: |
| 103 | 20 mm nominal outer dia Pipes(DSR-18/18.7.2 ) |
| 104 | Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-charge. Concealed work, including cutting chases and making good the walls etc. |
| 105 | 15 mm nominal outer dia Pipes (DSR-18/18.8.1/SOR ) |
| 106 | Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer-in-charge. External work: |
| 107 | 25mm nominal outer dia pipes (DSR-18/18.9.3) |
| 108 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): |
| 109 | 25 mm nominal bore (DSR-18/18.17.1/SOR ) |
| 110 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete: |
| 111 | 25 mm nominal bore (DSR-18/18.18..3) |
| 112 | Providing and fixing unplasticised PVC connection pipe with brass unions: |
| 113 | 45 cm length: 15 mm nominal bore (DSR-18/18.21.2.1 /SOR) |
| 114 | Providing and fixing PTMT bib cock of approved quality and colour. |
| 115 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms DSR-18/18.54.1 |
| 116 | Providing and fixing PTMT angle stop cock 15 mm nominal bore. Weighing not less than 85 gms.: |
| 117 | (DSR-18/18.63/SOR ) |
| 118 | Providing and placing on terrace (at all floor levels) polythylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (DSR-18/18.48/SOR ) |
| 119 | Constructing masonry chamber 30x30x50cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C.I. surface box 100x100x75mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design: |
| 120 | With bricks of class designation-150 (DSR-13/18.32.1/P-324/SOR ) |
| 121 | Supply of ISI marked RCC S&S NP-2 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings.(SOR/DSR-2018) |
| 122 | 150 mm dia NP-2 pipe |
| 123 | Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-2 pipe of following diameter including centringshuttering but excluding excavation. (SOR/AR/GNIDA) |
| 124 | 150 mm dia NP-2 pipe |
| 125 | Laying of NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 coarse sand) including testing of joints etc.complete (SOR/DSR-2018) |
| 126 | 150 mm dia NP-2 pipe |
| 127 | Labour Cess will be paid extra as per applicable |
| 128 | GST will be paid extra as per applicable |
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