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| 1 | General Notes:1. Contractor shall inspect the site to acquaint with the site conditions as well as security conditions at AMD.2.The rates quoted shall include cost of all tools and tackles, manpower including wages, liveries, all wastages and taxes GST, Labour cess, IT, etc., as applicable but exclusive of EPF and ESI are exclusive. EPF and ESI are reimbursable as per relevant clause. |
| 2 | Dismantling W.C. Pan/wash basin of all sizes including disposal of dismantled materials i/c malba all complete as per specification anddirections of Engineer-in- Charge |
| 3 | Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per specification anddirections of Engineer-in- Charge |
| 4 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead as per specification anddirections of Engineer-in- Charge |
| 5 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineerin-Charge. |
| 6 | Dismantling C.I.pipe with fittings and clamps including stacking the material to the appropriate disposal area as per direction of Engineer-in-charge. |
| 7 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 8 | 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 specification anddirections ofE-I-C. |
| 9 | Brick work inCement mortar 1:4 (1 cement : 4 coarse sand) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes as per specification anddirections ofE-I-C. |
| 10 | Providing and laying in position 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)cement concrete of specified grade excluding the cost of centering and shuttering - All work up to up to floor five levelas per specification and direction of E-I-C. |
| 11 | Providing and laying in position 1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate RA))excluding the cost of centering and shuttering - All work up to up to floor five level as per specification and direction of E-I-C. |
| 12 | Providing, mixing and applying 12 mm average thickness SBR polymer (of approved make)modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge.Note: Measurement and payment: The pre-measurement of thicknessshall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated bysounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).all complete as per the direction of Engineer-In-Charge. |
| 13 | 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 as per specification anddirections of Engineer-in- Charge |
| 14 | Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line forgroutingincluding drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. |
| 15 | Providing and injecting approved Epoxy injection grout in concrete/RCC workin proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge.(The payment shall be made on the basis of actual weight of approved grout injected.) |
| 16 | Providing and applying two coat @1.10 kg per sqm integral crystalline slurry of hydrophilic in nature (Fosroc\"s BRUSH BOND RFX) for waterproofing treatmentto vertical & horizontal surfaces of sunken portions of toilets prepared by mixing in the ratio as per manufacturers guidelinesand applying the same from negative (internal) side with the help of synthetic fiber brush at interval of one day between each coat. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. |
| 17 | Providing, mixing and applying 25 mm average thickness in 2 layersSBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymeminimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge.Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). |
| 18 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required 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 .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 19 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan)with ISI marked white solid plastic seat and lid , 10 litre low level white P.V.C. flushing cistern, including flush pipe and P-trap/S-trap, 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 as per specification anddirections of Engineer-in- Charge |
| 20 | Providing and fixing 20 mm nominal outer dia CPVC (Chlorinated Polyvinyl Chloride)pipes( in concealed work)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. |
| 21 | Providing and fixingCPVC (Chlorinated Polyvinyl Chloride)pipes (Exposed on wall) 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. |
| 22 | 20 mm nominaldia Pipes |
| 23 | 40 mm nominaldia Pipes |
| 24 | 50 mm nominal dia Pipes |
| 25 | Providing and fixing 40 mm nominaldia CPVC gate valve withQuarter turnLever type of approved quality as per specification anddirections of Engineer-in- Charge |
| 26 | Providing and fixing 50 mm nominaldiaCPVC gate valve withQuarter turnLever type of approved quality as per specification anddirections of Engineer-in- Charge |
| 27 | Providing & fixing 110mm diaPVC - U pipes ( class 3 ) with pressure stability not less than 6 kg /cm2 of supreme make/ equivalent including all fittings like ‘Y’ bend zigzag bend, collar, tee, door bends at all floors, etc including fixing the pipes with U clamps at 1m spacing.This includes jointing of pipes & fittings with one step PVC solvent cement & testing of joints, complete as per direction of Engineer in Charge. |
| 28 | Providing & fixing PVC nahanitrap of approved makeconforming to ISI specifications including cost of materials, labour complete all as per specification anddirections of Engineer-in- Charge |
| 29 | Providing and fixing 100 mm PVC grating fortrap as per specification anddirections of Engineer-in- Charge |
| 30 | Providing & fixing CP brass towel rod 600 mm length, 20 mm dia with CP brackets of approved make fixed to wooden cleats with C.P. brass screws including cost of materials, labour complete all as per specification anddirections of Engineer-in- Charge |
| 31 | Providing and fixing 100 mm diameter C.P. brass shower rose of approved makewith 15 or 20 mm inlet as per specification anddirections of Engineer-in- Charge |
| 32 | Providing and fixing 20 mm nominal bore C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 as per specification anddirections of Engineer-in- Charge |
| 33 | Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 as per specification anddirections of Engineer-in- Charge |
| 34 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 35 | Providing and fixing 15 mm nominal bore C.P. brass Two waybib cock of Quarter turnLever type with foam flow including wall flange of approved quality conforming to IS specification as per specification anddirections of Engineer-in- Charge |
| 36 | Providing and fixing ABS health faucet with Rubbit cleaning system, Flexible tube and wall hook, chrome painted finish of approved quality conforming to IS specification as per specification anddirections of Engineer-in- Charge |
| 37 | Providing and fixing White Vitreous China Angle back cornerwash basin size 300 x 300 mm with single 15 mm C.P. brass pillar tap,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 as per specification anddirections ofE-I-C. |
| 38 | Providing and fixing 40 mm dia P.V.C. Semi rigidwaste pipe for sink or wash basin including P.V.C. waste fittings complete as per specification anddirections of Engineer-in- Charge |
| 39 | Providing and laying antiskid /rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades,laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqmby laying tiles with spacers for creating uniform5mm gaps in joints including groutingthe joints (Payment for grouting of joints to be made separately vide item no. 36)., complete. as per specification and direction of E-I-C. |
| 40 | Grouting the joints of flooring tiles having joints of 5 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg) and approved make , including filling / grouting and finishing complete as per direction of E-I-C. |
| 41 | Providing & Fixing 1st quality ceramic glazedtilesindados/wall claddingconforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades of any size (or of size 300mm x 450mm) as approved by Engineer-in-Chargeover laid over12 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 as per specification and direction of E-I-C. |
| 42 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable Wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame as per specification anddirections of Engineer-in- Charge |
| 43 | Providing and fixing to existing door frames 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, castedmonolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge |
