Tender For Assistant Inspector General Registration of roof repair and boundary wall work of Varanasi. - Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)As per DSR-2023 SI No-15.2.2(Rate For VNS -1503.6*0.735=1105.15) 2 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer- in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) As per DSR-2023 SI No-14.75A(Rate For VNS -0.5*0.735=0.37) 3 Providing and laying in situ seven course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately As per DSR-2023 SI No-14.88(Rate For VNS -855.7*0.735=628.94) 4 Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge As per DSR-2023 SI No-14.75(Rate For VNS -670.95*0.735=493.15) 5 Hacking of CC flooring including cleaning for surface etc. complete as perdirection of the Engineer-in-Charge.As per DSR-2023 SI No-14.83(Rate For VNS -3.45*0.735=2.54) 6 Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer-in-Charge.As per DSR-2023 SI No-14.84(Rate For VNS -3.25*0.735=2.39) 7 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. As per DSR-2023 SI No-15.56(Rate For VNS -54.65*0.735=40.17) 8 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 involvedAs per DSR-2023 SI No-15.60(Rate For VNS -263.95*0.735=194.0) 9 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. As per DSR-2023 SI No-24.2(Rate For VNS -338.25*0.735=248.61) 10 Centeringand shuttering includingstrutting, column proppingetc. and removal DSR 5.9.6 (Rate For VNS -961.3*0.735=706.55) 11 Centeringand shuttering includingstrutting, Lintel,Beam,Plinthproppingetc. and removal DSR 5.9.5 (Rate For VNS -736.4*0.735=541.25) 12 Centeringand shuttering includingstrutting, For Roof,Slab,sunshade proppingetc. and removal DSR 5.9.3&4(Rate For VNS -927.25*0.735=681.53) 13 R.C.C Work with cement approved coarse sand & 20 mm guage approved stone grit in proportion of 1:1½:3 in superstructure, beam and slab roof and loumn including supply of all materials labour T & P etc. required for proper completion of the work. as per DSR 5.2.2 (Rate For VNS -10852.95*0.735=7976.92) 14 M-150 Brick Work 1:6in cement sand of 1.25 coarse sand modulous mortar in superstructureincluding all required complete for proper completion of work as per DSR 6.3.1 (Rate For VNS -9299.90*0.735=6835.42) 15 R.C.C Work with cement approved coarse sand & 20 mm guage approved stone grit in proportion of 1:1½:3 in T beam and slab roof and loumn including supply of all materials labour T & P etc. required for proper completion of the work. as per Per DSR 5.3 (Rate For VNS -11505.5*0.735=8456.54) 16 Mild steel or iron in plain work such as inreinforced concreted or reinforced brick work wrought to required shape as necessary including with cutting bending for proper completion of the work including supply of steel its wastage.bend hooks & authorized overlapping shall be measured. As per DSR-5.22.3(Rate For VNS -107.85*0.735=79.27) 17 Mild steel or iron in plain work such of small size section such holding down bolt, hold fast tie rods gating ect. work wrought to required shape as necessary including with cutting bending for proper completion of the work fabrication of holes,door chaukhts and nosing. As perDSR 10.25.2 (Rate For VNS -172.60*0.735=126.86) 18 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal bracesAs per DSR-10.5.2 (Rate for vns -5563.75x0.735=4089.35 Sqm ) 19 Cemet concrete 1:2:4plain C.C Floor with 40MM THICKcement approved coarse sand and 20mm graded approved stoneincluding supply of all materials labour T & P etc. required for proper completion of the work. as per DSR11.3.1(Rate For VNS -614.2*0.735=451.43) 20 Providingand laying vitrified floor tiles of approve make and brand in difference size (thickness specified by manufacturer) with water absorption less than 0.8% and confirmig to IS 15622 of with 1:4 cement and approved coarse sand mortar finished with white cement slurry , jointiing and polishing complete, including supply of all materials, labour and T&P etc. reqired of proper of complection of the work.size of tiles 600x600mmAs per DSR 11.41.2(Rate For VNS -1553.45*0.735=1141.78) 21 2 coat anamil painting on iron work As Per DSR 13.61.1(Rate For VNS -155.9*0.735=114.58) 22 12 mm cement plaster (1 cement:6 sand)of 1.25 fineness modulusm mortar in 1:6 ofapproved fine sand minimum thickness not be less than 10mm including supply of all materials,labour and T&P etc. required for proper completion of the work As per DSR 13.1.2 (Rate For VNS -333.35*0.735=245.0) 23 Providing and fixing of CPVC pipe having thermal stability of hot and cold water supply i/c fixing the pipe with clamp at 1 mt spacing and jointing the pipe with CVC solvent trenching refilling and testing of the joint.(External work) DSR-, 18.9 25mm 24 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manuracture with cover and suitable Jocking arrangement and making necessary holes for inlet outlet and over flow pipes but without fittings and base support for tankAs per .Chap-20DAR 18.48(Rate-10x1.18=11.80) including 18% GST 25 Finishing walls with Acrylic smooth exterior paint of required shadeapproved make and quality on previously old treated surface with this paint to give an even shade including supply of all materials, labour and T&P etc . Requared for proper completion of the work. As per DSR-13.47.1 (Rate For VNS -171.10*0.735=125.75) 26 walls Painting with (Two coat)with oilbod destemper paint with one coat of primer approved brand and manufacture to give an even shade Two or more coat on new work droppings and other foreign matter and sand prepared smooth SI No13.41.1 (Rate For VNS -185.65*0.735=136.45) 27 providind and laying wall putty two coat including supply of all materials labour and T&P ect.required of proper completion of the workDSR .13.8 (Rate For VNS -156.05*0.735=114.70) 28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).As Per D.S.R 10.28(Rate For VNS -772.40*0.735=567.71) 29 Supply and informatory M.S. sign Board size 1.2x0.90meter made of 18mm gauge M.S sheet fic ISA 40x40x6mm fromsupport in back side by 40x5mm flat iron on all four side along with to vertical post of 2.90mtr Diagonal bracing of size 40x5mm flat iron electrically welded and painted with one coat red oxide primer and 2coat superier quality enamel paint with lettering work of required specified information also L/c fixing in trech both side C.C 1:2:4 size 0.45x0.45x0.50m Required for proper complation of work reference specification S.I No. 502
