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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1 Single₹6.6 LAccepted-Finance | L1 Single | Accepted-Finance Eligible |
Tender Value
₹5.0 L
EMD Value
₹10,100
Closing Date
1 Jul 2023, 6:00 pmClosed
Executive Engineer Civil
Office of the Executive Engineer BSNL Civil Division Shillong
Attending Day to day Emergent Special repairs and Maintenance of Civil services petty and other miscellaneous Civil works in CTO Staff Quarters complex RN Road, Shillong under NE1 Circle Office
2023_BSNL_158050_1
09 of BSNL/CD/SH/2023-24
Open Tender
Civil Works
Item Rate
180 days
CTO Bldg, Shillong.
Please refer Tender documents.
8 documents required · 8 mandatory
₹590
Accounts Officer (Cash), BSNL, O/o GMTD, Shillong,
₹10,100
Yes
6 Jul 2023
21 Jun 2023
6 Jul 2023
21 Jun 2023
1 Jul 2023
21 Jun 2023
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : a) All kinds of soil. i) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: a) Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: a) 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : a) 20 mm dia (heavy type)
Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete:
Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 250x16 mm
Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :
Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : a) 100 mm
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. a) Twin rubber stopper
Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
Providing and fixing PVC rigid foam sheet 1mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive.
Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge.
Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mm x 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8 mm complete as per manufacturer’s specifications and direction of Engineer-in-charge. a) Non decorative finish.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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. a) Using M.S. angels 40x40x6 mm for diagonal braces
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. in patches at all levels complete. i) 40 mm thick with 20 mm or less nominal size stone aggregate
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. i) 0.63 mm thick with zinc coating not less than 275 gm/ m²
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/m²
Painting top of roofs with bitumen of approved quality @ 17 kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : a) With residual type petroleum bitumen of grade VG - 10
Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes 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) and cost of cutting holes and making good the walls etc. :
100 mm diameter
150 mm diameter
6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls/roofs at all levels complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge. a) With cement mortar 1:4 (1 cement : 4 fine sand).
Providing and fixing white vitreous china water closet squatting pan (Indian type) : a) Orissa pattern W.C. pan of size 580x440 mm
Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 10 litre capacity - White
Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : a) White solid plastic seat with lid
Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : a) Flat back wash basin of size 550x400 mm.
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. a) Flexible pipe
32 mm dia
40 mm dia
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : a) Rectangular shape 453x357 mm
Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. A) Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms.
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 at all levels
20 mm nominal outer dia. Pipes.
25 mm nominal outer dia .Pipes.
40 mm nominal outer dia. Pipes.
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
a) 40 mm nominal outer dia. Pipes.
b)50 mm nominal outer dia. Pipes.
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : a) 25 to 40 mm nominal bore
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : a) 15 mm nominal bore
Providing and fixing uplasticised PVC connection pipe with brass unions : a) 45 cm length i) 15 mm nominal bore
Providing and fixing CPVC accessories like Union/cPVC nipple in G.I/cPVC pipe including cutting and threading the pipe and making long screws etc. complete (New work)
a) 20 mm nominal bore
b) 25 mm nominal bore
c) 40 mm nominal bore
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. (The no. & Capacity of PVC tanks shall be as directed by E-I-C)
Providing and fixing PTMT bib cock of approved quality and colour. a) 15mm nominal bore, 86 mm long. Weighing not less than 88 gms.
Providing and fixing PTMT stop cock of approved quality and colour. a) 15 mm nominal bore, 86 mm long. Weighing not less than 88 gms.
Providing and fixing PTMT pillar cock of approved quality and colour . a) 15mm nominal bore, 107 mm long. Weighing not less than 110 gms.
Providing and fixing PTMT grating of approved quality and colour. a) Rectangular type with openable circular lid. i) 150 mm nominal size square 100 mm diameter of the inner hinged round grating.
Providing and fixing PTMT angle stop cock 15 mm nominal bore. Weighing not less than 85 gms.
Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms.
Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. a) 25mm nominal bore. Weighing not less than 62 gms.
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
a) 100 mm diameter
b) 150 mm diameter
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design:
a) 100 mm diameter S.W. pipe
b) 150 mm diameter S.W. pipe
Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand)mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7Kg. per sqm of area. iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.)
Removing glass panes from windows and replacing them with new glass panes with putty and nails wherever necessary : float glass panes of thickness 4mm
a) for windows in ground floor and /or for windows which can be accessed from inside of the room / bolcony with ladder arrangement wherever necssary.
b) for windows in upper floors ( other than ground floor ) up to 5 floors with necessary Scaffolding/Jhoola arrangement
Uprooting & removal of plants/small tree grown on exterior faces of walls at all levels ,any location and applying special chemical to defective area to prevent tree growth and finishing the same with cement concrete/mortar to match the surface of walls etc complete as per the directions of engineer-in-charge(cement concrete/ mortar to be paid in separate item.)
Up to floor two level
Above floor two level
Repairs to the existing MS/Aluminium/PVC doors /windows by removing and refixing the same after attending necessary repairs etc. with necessary screws, nails ,hinges etc including welding etc wherever required complete to make it working condition (Each door/window irrespective of size will be measured for payment including cost of Hinges, handles and other accessaries if any ).
Cleaning of existing sanitary pipe alignment of 160/110 /75 mm dia in vertical and horizontal direction of all floors and all heights by opening door bend , clearing the deposited obstacles including rodding and refixing the doors with new rubber washer and jointing the same job includes replacing door covers bolts and nuts wherever required to arrest the leakage all as per directions of Engineer-In-Charge(opening of each door bend and removal of blockages including above operations will be measured as one job.)
Cleaning of exisitng sewer lines, manholes etc. Cost includes all labour for removing the silt, slush, waste etc. and rodding the sewer lines and manholes by mobile sewer rodding equipment/manually from manhole to manhole to clear the blockage, chokages etc for proper functioning of sewer lines( The payment shall be made for removal of blockages in between manhole to manhole as one job with all above operations.)
Providing and fixing Pre-cast RCC gully trap cover of approved make or equivalent of 25mm thickness of size 300 x 300 mm or of required size as per requirement for existing gully trap with necessary repairs etc all complete as per the directions of Engineer-In-Charge
Providing and fixing MS clamps with flat 20 x 3 mm to existing C.I./PVC pipeline of diameter 75mm to 100mm with necessary screws, nails including wooden plug and as per the directions of Engineer-in-charge. (each clamp with wooden plug is measured for payment)
Charges for arranging carpenter / plumber /Mason/Welder along with helper whereever required for attending minor repair works in the compound etc., complete as directed by the Engineer-in-charge. (The required fittings & fixtures exept screws/nails, drilling etc.shall be paid separately and measured for each half day)
Providing and fixing gun metal ball valve with SS ball & MS lever including cutting and threading the GI Line wherever required etc. complete
25 mm nominal bore
40 mm nominal bore
Replacing existing damaged CI/SCI sanitary pipes by providing Type B SWR PVC pipes by cutting, removing, replacing including jointing with 'T' shaped seal/rubber ring conforming to IS : 5382 and with solvent cement or rubber lubricant as the case may be with pipes of outer dia (concealed pipe joints to be jointed with rubber ring and solvent cement and exposed joints to be jointed with rubber ring and rubber lubricant at all levels.
110mm diameter
75mm diameter
Replacing existing on wall face damaged unplasticised - PVC moulded fittings/ accessories with new fittings/accessories for unplasticised Rigid PVC SWR pipes conforming to IS : 13592 Type A including cutting,replacing,jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. at all levels
Coupler
Plain bend of required degree
110mm bend
75mm bend
Tee with door
Door bend
Pointing of tile joints with poly sulphide/white cement up to 2mm depth by removing existing damaged/loosened white cement from joints to arrest leakage at all levels as directed by engineer in charge(Area of tiled flooring/ dadoo where above operations are made is measured for payment)
Carting out of building rubbish / malba / similar unserviceable, dismantled, excavated or waste materials by mechanical means,through private carrier including lifting, loading, transporting, unloading to municipal dumping ground beyond 50 m initial lead,or in any other compound as decided by the Engineer-in-charge, for all leads including all lifts involved.
Providing mechanical clog cleaning of entire drainage system in the compound consisting of manholes, sewer lines, gully traps etc., including removing the sludge, silt, slash, waste etc., from the manholes and disposing the waste out side the compound etc., complete as per the direction of the Engineer-in-charge. (rate for cleaning of entair drainage system will be measured as one job)
Charges for arranging the welding plant with attendent at site including to and from the shop, for all welding repair works to doors, windows etc., in site including providing necessary power supply arrangements, lugs etc., complete as per the direction of Engineer-in-charge for attending repairs in all quarters.
Removing of existing PVC water storage tanks by removing existing GI connection, float valve, including repairing of the tanks and refixing the same on the base with all the GI connections, float valve and other accessories etc all complete as per the directions of Engineer-In-Charge.
Cleaning of existingType-I / Type-II or Type-III/IV staff quarter at all heights by removal of cob web, pigeon droppings, debris, unwanted, un serviceable abandoned material etc from all the rooms, dusting of walls, windows, doors, cubboards etc, washing the flooring of all rooms with detergent, washing the flooring and dado of toilets and bath room with the acid etc.,making them into useable/liveable conditions complete etc for immediate occupation of quarter as directed by Engineer-in-charge.Each quarter cleaning is measured as one job.
a)T-I/ transit Qtr
b)T-II Qtr
c)T-III Qtr
Providing and fixing CPVC fittings like coupler, elbow, reducers, plastic threaded male/ female adapters etc in new CPVC pipe including cutting pipes wherever required and fittings with one step CPVC solvent cement etc complete.
25 mm nominal bore.
32 mm nominal bore.
40 mm nominal bore.
50 mm nominal bore.
Providing and fixing CPVC ball valve in new CPVC pipe including cutting pipes wherever required and fittings with one step CPVC solvent cement etc complete.
25 mm nominal bore.
32 mm nominal bore.
40 mm nominal bore.
Replacing old/ rusted GI water supply pipeline by providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of SDR 11 (Class 1) confirming to IS: 15778, having thermal stability for hot & cold water supply including all plain/reducing fittings with plastic or brass threadings except union and ball valves 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. Interanl - Exposed on walls or Ground
25 mm nominal dia Pipes
40 mm nominal dia Pipes
50 mm nominal dia Pipes
Providing and fixing CPVC Union in new CPVC pipe including cutting pipes wherever required and fittings with one step CPVC solvent cement etc complete.
25 mm CPVC Union
40 mm CPVC Union
Cutting /Pruning branches of trees for avoiding entering houses and obstructing colony lighting and electrical wire free passing and disposing the cutting pieces away from the compound to the dumping ground as directed by the engineer-incharge. (Pruning/cutting of each branches for each tree will be measured as one job)
Cleaning of terraces by removing leaves grass dust, rubbish and other deposited / accumulated materials etc including removal of blockages/chockages of khurras/spouts of terrace/chajjas at all hieghts etc and disposal of rubbish to the dumping ground out side periphery of the building. ((entire Terrace of one building shall be measured as Two unit for payment). all complete and as per direction of Engineer in charge a) Terrace area connected to blocked khurras and spouts & like.
Cleaning of canopy/ chajjas by removing leaves grass dust, rubbish and other deposited / accumulated materials etc including removal of blockages/ chockages of khurras/ spouts of terrace/chajjas etc by disposal of rubbish to the dumping ground out side periphery of the building.
Blocked chajas, in accessible canopy & like upto First floor level .
Blocked chajas, inaccessible canopy & like Above first floor level .
Cleaning of Under ground water storage tank or sump or over head tank of any capacity by following method: (1) Empty the tank/sump and make it to near dry, (2) Apply bleaching powder uniformly ( tank capacity @ 0.50gms/liter) surface of inside the tank/sump perfectly by removing scales on walls and wait for one hour (3) after one hour clean/rinse at the tank/sump with fresh water ,repeat the above process , (2) and (3) for two to three times , (4) remove the mud/silt/sludge and garbage from the tank with specified sludge pump, (5) spraying anti bacteria agents on walls to kill harmfull bacteria. Rate includes for all above operations including the equipment and material required for cleaning all complete as directed by the Engineer-in-charge. Liquid capacity of water tanks of any capacity in litres is measured for payment (The rate includes filling of outlets of tank with cotton during cleaning marking of date of painting on the tanks and cleaning of all the dirt/ waste etc., from the terrace and submission of certificate from specialised agency).
a)Under ground water storage tank or sumps
b) Over head tanks at all levels
Providing and fixing/ replacing set of M.S brackets of required size for wash basin including painting to brackets fixing with CC 1:1.5:3 i/c removing the existing wash basin and refixing the same after fixing MS brackets etc., all complete as per the directions of Engineer-in-charge.
Replacing existing damaged floor tiles at different locations with ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make matching with existing flooring in color and shade on 20mm thick bed of Cement Mortar 1:4(1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete by carefully removing existing damaged tiles without damage to edges of adjacent tile flooring including dismantling existing bed mortar and disposal of debris to nearest dumping within compound yard all complete as directed by Engg-in-Charge.
Providing and fixing unplasticised -PVC pipe clips of approved design for fixing of unplasticised - PVC pipes by means of 50x50x50mm hardwood plugs, screwed with M.S. screws of required length including cutting chases in brick work, fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall with rich cement plaster etc. complete.
Cleaning of blocked Nahani trap / floor trap in toilets for removal of blockages including removing the silt , slush,, waste etc ensuring smooth flow etc., and applying white cement and fixing the grating with white cement and disposal of all unwanted material to the approved muncipal dumping yard and flooring around the trap wherever required to arrest the leakage all complete and as per direction of Engineer in charge
Clearing chokeage of exisitng gully trap. Cost includes all labour and material required for removing the silt, slush, waste etc. and rodding the sewer line from gully trap to manhole to clear the blockage, chokeage etc for proper functioning of sewer lines (The payment shall be made for removal of blockage in between gully trap to manhole as one job with all above operations.) disposal of all unwanted material to the approved muncipal dumping yard etc all complete and as per direction of Engineer in charge
Removing the broken pipe/ coupling from the water line, cutting to required size, replacing with suitable uPVC pipe / uPVC coupling with the help of solution and refixing the pipe in original position on emergency basis (breakdown operartion) complete as directed by the Engineer-in-charge.
Repairs to PVC flush tank including cleaning the durt/ scales with acids, adjustment in the flush mechanism etc, all complete and as per direction of Engineer in charge
by replacing the lever or handle wherever required but without changing the internal syphon set
By replacing the lever or handle wherever required including changing the internal damaged syphon set
Minor Repairs to the existing wooden doors /windows shutters by removing and refixing the same after attending necessary repairs etc. with necessary screws, nails ,hinges etc wherever required complete to make it working condition (Each door/window irrespective of size will be measured for payment cost of Hinges, handles and other accessaries if any will be paid separately) all complete and as per direction of Engineer in charge.
Replacing access door bend cap/cover of MS sanitary/rain water pipes either made of PVC/MS sheet & applying cement etc and to make it water tight as directed by Engineer in charge.
Repairs to floor/Nahani traps in toilets includes the following operations a)dismantling the flooring tile and lime concrete etc., around the nahni or floor trap carefully to expose the joint of trap. b)Dismantling the extension piece above floor trap and providing new extension piece of PVC pipe of appropriate diametre including filling with cement mortar 1:1(1cement:1 fine sand) . c)testing water joint for water tightness. d)Providing and laying of ceramic tile on a bed of 30mm average thickness for the damaged portion to match with the shade of existing tiles including pointing with white cement mixed with pigment to match the shade of existing tiles all complete as per the directions of Engg-in-charge.
Providing and fixing of 'P'or'S' trap for water closet in toilets including making good the walls and floors all complete as per the directions of Engg-in-charge. a)100mm dia SCI as per IS:3989
Providing and filling cement motar sanded grout mixed with Fosrock liquid water proofing compound in required quantity for grouting/ filling around the gaps of IWC, floor traps sides and inside traps including finishing the sides neately and grouting in holes at door bottoms etc., complete in the toilet rooms to fill the holes terrazo/ ceramic flooring tiles, around the W.C.pans, corners of rooms, floor trap openings after neatly cleaning/ scratching the joints etc., in all floors complete as per directions of Engineer-in-charge. (No. of quarters shall be measured for payment)
Charges for making the steel window shutters freely to move by oiling the hinges , cleaning of rust on all sides etc at all levels ., complete as per the direction of Engineer-in-charge.
Providing fixing/replacing stainless steel grating to floor trap of required size and shape and finishing with white or grey cement etc all complete as per directions of Engineer-in-charge..
Providing and fixing clamps to existing GI pipeline laid on walls of diametre 15mm to 40 mm with necessary screws, nails including wooden plug etc., at all levels and as per the directions of Engineer-in-charge.Rate includes removing and refixing of GI pipe lines wherever required.
Removing and refixing CP pillar cock by replacement of internal fitting such as Gadda etc & making it into workable condition complete as per the directions of Engineer-in-Charge.
Providing repairs by tightening of the existing pillar cock/bib cock/stop cock etc for proper functioning etc., complete as directed by the Engineer-in-charge.
Supplying and fixing in position precast RCC Man hole cover for chambers , frame of square of size of approved make.The cover should be 40mm thick and provided with required quantity of reinforcement.The frame shall be fixed in cement mortar over the manhole opening and rounding of edges etc. shall be made complete all as per the directions of engineer-in-charge.
Cleaning of existing Septic tank by mechanical pumping mechines and necessary labour including providing/spreading atleast 5liters kerosine on top of sludge inside the septic tank to avoid foul smell for the surrounding occupants, the deposited sludge/suspended material/night solin etc., should be removed and transported by mechanical transport beyond municipal limits including dewatering of liquids as directed by the engineer-in-charge.
Providing and fixing PTMT/PVC health faucet with PVC pipe including holder complete etc., as directed by the Engineer-in-charge.-15 mm dia
Providing and fixing PVC OH water tank covers to OH tanks with screws, removing & disposal of old covers complete at all levels etc., as directed by the Engineer-in-charge.
Providing and fixing MS oxidized casement handle made of ms coatedfor MS casement window with necessary screws etc. complete. a) 100mm .
Cleaning of the surroundings of the staff quarters block including removing the dust, dead leaves, silt, waste etc., and disposing the waste out side the compound etc., complete as per the direction of the Engineer- in-charge.
P/F single scaffolding system on the exterior side up to 16 m height above ground level, made with atleast 100 mm dia Bamboo ballies placed 1.5 metre centre to centre, horizontal & vertical ballies jointed proprly and supported to walls and staircase system in the scaffolding for working platform including additional rows of scaffolding in stepped manner as per requirement of site etc. and maintaining it in a serviceable condition for the required duration and removing it thereafter .for execution of work of cleaning .The scaffolding frame work shall be stiffened with bracings, runners of 100/75 mm bamboo and jointing with coir strings, nails etc. connecting with the building etc wherever required making good the walls locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer in-charge. Note :- (i) The elevation area of the scaffolding shall be measured for payment purpose and payment shall be made once irrespective of duration of scaffolding for repair works (ii) The payment will be made once only for execution of all items for such repairs/renovation works on exterior works. iii) In case of usage of hanging jula is feasible & used at site during execution, the rate shall be 50% of cost of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
Credit for taking away the unserviceable SCI pipes/GI pipes and CP/Brass fittings etc., scrapping and disposal of old dismantled/recovered including dismantling of existing damaged lines for replacement at all levels etc., complete. material from the work
CP/Brass Bibcock/Stopcock/Pillarcock of all sizes.
Brass/Gun metal Gate/Ball valves of sizes upto 25mm dia.
Brass/Gun metal Gate/Ball valves of sizes of dia upto 32mm to 50mm
G.I.Pipes
a) 15 to 25 mm diameter pipe.
b) 32 to 50 mm diameter pipe
SCI /CI pipes
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