Tender For Development Work Of Shamshan Ghat In Village Bisrakh Jalapur, Greater Noida. - Part-A (Boundary wall) Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removaland disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move)(SOR/251 (A)/4.1.1) 2 Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work 3 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) 4 RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) 5 Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level 6 Thermo Mechanically treated bars of grade Fe-500D or more. (Sail Steel) (DSR-18/5.22.6/AR) 7 M-150 brick work in 1:6 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303).Same as item no 303 but in 1:4 (1 cement & 4 fine sand) of 1.25 F.M. mortar. (SOR-20/305).Same as item no 305 but in 1:4 (1 cement & 4 coarse sand) of 2.20 F.M. mortar. (SOR-20/305(A)). 8 M-150 brick work in 1:4 cement & coarse sand 2.2 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. Same as item no 305 but in 1:4 on cement & four coarse sand of 2.20 F.M. mortar. As item 303 to 307 above but in superstructure including necessary Cutting & moulding of brick as required thickness of wall not to be less than 11½ brick. Add extra labour to above items. (SOR-20/309/6.07) 9 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2) 10 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) (DSR-18/13.5.2) 11 Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 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 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm 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). (DSR-18/13.72) 12 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 (DSR-18/ 13.73) 13 15 mm wide and 15 mm deep groove (DSR-18/13.73.1) 14 Part-B (RCC drain)Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removaland disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move)(SOR/251 (A)/4.1.1) 15 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (DSR-18/15.60) 16 Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work 17 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) 18 RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) 19 Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level 20 Thermo Mechanically treated bars of grade Fe-500D or more. (Sail Steel) (DSR-18/5.22.6/AR) 21 Part-C (Shead)Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removaland disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move)(SOR/251 (A)/4.1.1) 22 Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work 23 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) 24 Sand filling in plinth including supply of necessary quantitiy of sand from a distance not exceeding 8Kms from the site of work and including watering, dressing etc. labour and T & P etc. required for the proper complition of the work. Saplings of girth upto 30cm. measured at a height of 1 M above ground level and removal of rubbish upto a distance of 50m out side the periphery of area cleared. (SOR-20/255) 25 M-150 brick work in 1:6 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305)Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A)) 26 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2) 27 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. (DSR-18/12.1) 28 1.00 mm thick with zinc coating not less than 275 gm/m² (DSR-18/12.1.1) 29 RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) 30 Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level 31 Thermo Mechanically treated bars of grade Fe-500D or more. (Sail Steel) (DSR-18/5.22.6/AR) 32 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. (DSR-18/10.25) 33 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DSR-18/10.25.2) 34 Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. paint to be used should confirm ISI no. 105/106/133-1950 (SOR-20/647) 35 As in item (647) above but for every subsequent coat on previously treated surface. (SOR-20/648) 36 Cement conrete with 4cm 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. (SOR-20/279)Same as above item no 279 but with 2cm gauge stone gritinstead of 4cm gauge stone ballast. (SOR-20/279(a) 37 Part-D (Road work)Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.(DSR-18/16.1) 38 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DSR-18/16.69) 39 Supplying and stacking at site. (DSR-18/16.3) 40 90mm to 45 mm size stone aggregate (DSR-18/16.3.1) 41 Supplying and stacking at site.: Moorum. (DSR-18/16.3.10) 42 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . (DSR-18/16.4) 43 Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work 44 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) 45 RCC Grade M-30 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) 46 Providing and laying 60mm Thick ISI mark factory made Cement Concrete interlocking paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required coloured of M-35 & 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 & IRC:SP:63 (DSR-18/16.68/GNIDA/AR) 47 Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper complection of the work. paint to be used should confirm the ISI no 103-109. (SOR-2020/645) 48 As in item (644) above but for every coat after the first coat. (SOR-20/644+645) 49 Providing and laying of hotapplied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glassbeads as per IRC:35 The finished surface to be level, uniform and free from streaks and holes, Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. (MORTH/SOR-2020/New item/Sr.No.19.01/) 50 Part-E (Office room & Toilet)Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removaland disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move)(SOR/251 (A)/4.1.1) 51 Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work 52 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) 53 M-150 brick work in 1:6 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305)Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A)) 54 M-150 brick work in 1:4 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work.Same as item no. 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305) Same as item no 305 but in 1:4 on cement & four coarse sand of 2.20 F.M. mortar. As item 303 to 307 above but in superstructure including necessary Cutting & moulding of brick as required thickness of wall not to be less than 11½ brick. Add extra labour to above items. (SOR-20/309/6.07) 55 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2) 56 15 mm cement plasteron rough side of single or halfbrick wall of mix : 1:6 (1 cement : 6 coarse sand)(DSR-18/13.5.2) 57 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) (DSR-13.16.1) 58 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.(DSR-18/8.31) 59 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement &atching pigments etc. complete. (DSR-18/11.46) 60 Size of Tile 600x600 mm (DSR-18/11.46.2) 61 Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give and even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris of approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/649) 62 Providing wall putty on newsurface with approved quality material of Berger/J.K./Birla or similar make 2 coats.(SOR-20/15.22 New Item) 63 Part-F (Sanitary installation)Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid (DSR-18/17.2.1) 64 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore (DSR-18/18.15.1) 65 Providing and fixing wash basin with C.I. brackets, 15 mm 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: (DSR-18/17.7) 66 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps (DSR-18/17.7.1) 67 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (DSR-18/18.48) 68 Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesol or equivalent) 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 103-109. (SOR-2020/644/15.04) 69 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (DSR-18/17.28)Flexible pipe (DSR-18/17.28.2)32 mm dia(DSR-18/17.28.2.1) 70 Providing and fixing C.P. brass angle valve for basin mixer and geyserpoints of approved quality conforming to IS:8931: 15mm nominal bore (DSR-18.53.1) 71 Providing and fixing uplasticised PVC connection pipe with brass unions : (DSR-18/18.21)30 cm length (DSR-18/18.21.1)15 mm nominal bore (DSR-18/18.21.1.1) 72 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : (DSR-18/17.5) 73 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern (DSR-18/17.5.1) 74 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. (DSR-18/18.7) Internal work - Exposed on wall 75 15 mm nominal outer dia Pipes (DSR-18/17.7.1) 76 20 mm nominal outer dia Pipes (DSR-18/17.7.2) 77 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.(DSR-18/12.41) 78 110 mm diameter (DSR-18/12.41.2) 79 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : (DSR-18/17.37)For 100 mm dia pipe (DSR-18/17.37.1) 80 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (DSR-18/9.20) 81 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR-18/9.20.2) 82 Providing & laying jointing & testing of folowing dia rigid PVC pipe of 6kg/cm2 working presser (finolex or equivalent make rigid PVC pipes as per IS 4485:2000) including all fitting & specials jointing material etc. for proper completion of the work. 83 90mm dia 84 110mm dia 85 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: 86 a) Applying a slurry coat of neat cement using 2.75 kg/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 300 mm height including cleaning the surface before treatment. 87 b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm 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 20 mm 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 300 mm height including rounding of junctions of walls and slabs. 88 c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. 89 d) Finishing the surface with 20 mm 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 Engineerin- 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 300x300 mm square 3 mm deep. 90 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 : 91 With average thickness of 120 mm and minimumthickness at khurra as 65 mm. (DSR-18/22.7.1) 92 D/I/T/C tubewell boring of 150mm dia including all material & labour complete PVC boring pipe & stainer of make Finolex/kisan/superme approved by engineering in charge of boring 200 feet. 93 S/F submersible motor pump CRI make of 3HP fixing & all material & labour complete. 94 Supply of garden bench having total weight=70.75 kgs size 5ft. Length having casted iron sides of each with frp 95 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. (SOR-20/660)Same as item 660 but for weather coat (Asian or Berger Brand) (SOR-20/662/new item) 96 Labour cess and GST will be paid extra as per Govt. orders.
