Indian Oil Corporation Limited-IOCL has published Tender For Pmjts23024 - Rate Contract For Civil Maintenance Works At Nrpl Bijwasan Pump Station. Submission Date for this Tender is 20-10-2023. Civil Work Tenders in bijwasan Delhi. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Through cleaning of paved and unpaved areas, roads, road side berms, broming removal of scraps and other unwanted left over material s including removal of chockage in the drains, removal of chockage from the road side / pave or unpaved area side drains and disposa l of the rubbish etc. to the nearest garbage bin or as directly by Engineer-in-charge including laboures, broom, trolley and other c onsumables etc.complete. |
| 2 | Cleaning the tiles, lavatory, flooring, urinals etc. by removing stains etc. by using Vim powder / cleaning powder / ISI grade blackphenyle / while phenyle / Acid /Naptha balls / Coir brushes / wire brushes / Finit in required proportion to make the area clean an d free from all dust, dirt and stains etc. including cost of all labour and materials complete. (Only floor area shall be measured). |
| 3 | Mopping of floors of offices, toilets, control rooms, electrical sub station etc. with soap solution or phenyle water with wet clothafter sweeping the floor with phooll broom, removing cob-webs with all tools, tackles, labour & materials etc. complete as per dire ctions of Engineer -in-charge including cleaning of ventilator glass panes from both the sides upto any height with cleaning powder, paint remover as per requirement all labour, material etc.complete. |
| 4 | Carrying out miscellaneous activities related to general maintenance like daily dusting the furnitures, walls shelves, cleaning the carpets, sofas, Cleaning and sweeping the stair case, passages, backyard, verandah, garrages, removal of cow webs, with all labours,tools & tackles complete including supervising charges. (Unit "day" shall mean carrying out above activities for 8 hrs. a day). |
| 5 | Removing stains, paints, washing & cleaning the window & ventilator glass panes from both the sides upto any height with cleaning powder, paint remover as per requirement all labour, materials etc. complete : Glass pane not exceeding 1.00 sq.m in area |
| 6 | Removing stains, paints, washing & cleaning the window & ventilator glass panes from both the sides upto any height with cleaning powder, paint remover as per requirement all labour, materials etc. complete : Glass pane exceeding 1.00 sq.m in area |
| 7 | Collection of Kitchen waste, dry waste & toxic waste in offices and colony from all Residential & Public Buildings, Executive Hostel , Staff Hostel, Canteen, Guest House, Club etc. The workmen shall collect the waste from each house & Public Buildings, segregate th e waste into biodegradable & non bio-degradeable waste and finally dispose them separately at designated place (Dumping Yard/ Pit) o n daily basis as per requirement, with trained workmen, with all labour, tools, tackles, safety & protective clothes etc. complete a s per direction of Engineer-in-charge. All consumables required including manpower, tools & tackles, PPEs, uniform to workmen, etc. are to be supplied by Contractor without any extra cost and performing work as per item decription and direction of Engineer-in-Char ge as well as instructions in Special Condition of Contract if any. Payment of Paddle Rickshaw (thela) will be made seperately. The unit "MONTH" (MON) shall mean "per house/building per month" |
| 8 | Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owner"s premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain upto 2.0 sqm. |
| 9 | Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owner"s premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed : Cross section of drain above 2.0 sqm. and upto 4.0 sqm. |
| 10 | Labour charges for cleaning and dechoking of the nahani trap, gully trap and inspection chambers alongwith the CI and SW pipe conne ction of house drainage including flushing, removal of sludge muck outside all labour, tools etc. complete. The contractor has to clean the line from Nahani trap upto inspection chamber or vice-versa complete. |
| 11 | Cleaning and removing choking from existing rain water pipe including removing theshoe or grating if necessary & fixing thesame without damaging & fitting of specials all labour etc.complete. Up to 5 mtr. Height |
| 12 | Cleaning of manholes and removal of chokage in sanitary sewer or CRWS manholes and its allied connection by rodding, steaming, watering manually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Charge including plugging and dewatering of manholes removal of muck, sludge, floating materials etc. and disposing, the same to dumping pit within owner"s premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, hoses, operative labour etc. complete : Manholes of depth upto 2.0 M |
| 13 | Cleaning, dechoking and flushing 100mm/ 50mm SW and sewer line by removing muck, cleaning etc. with bamboo strips or sewer cleaningrods etc. as directed (section between two chambers) all complete including cleaning of two manholes as per direction of the Engineer-in-Charge. |
| 14 | Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, cement, sand, furniture, plants, etc. by mechanically driven transport for following leads or part thereof including loading, unloading and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction of 20 percent for voids) : Upto a lead of 1 km |
| 15 | Supply of tractor with trailer on hire charges for 08 hours per day including rendering the services of 4 labourers driver, fuel andother consumables, tools, tackles etc. for transportation of rubbish/ waste materials complete as per directions of Engineer-in-Cha rge.(8 hours working period of one tractor is considered as one tractor day). Unit "EACH" (EA) stands for tractor days. |
| 16 | Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge. |
| 17 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge : In all kinds of soil |
| 18 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m. |
| 19 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 20 | Surface dressing of the ground in all kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and dis posal of rubbish, all works up to any lead & lift as directed by the Engineer-in-Charge. |
| 21 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 22 | Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including l oading, transporting, unloading to designated location/ approved municiple dumping ground for lead up to 10 Km and for all lifts, co mplete as per directions of the Engineer-in-Charge. [Note: This item shall also be applicable in urban areas having directions for r estricted hours for movement/ plying of load carrying motor vehicles of 3.5 cum or more.] |
| 23 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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] |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 25 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain w indow sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 26 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain w indow sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 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] |
| 27 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain w indow sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 28 | Centering and shuttering including strutting, propping etc. and removal of formwork for Foundations, footings, bases for columns |
| 29 | Centering and shuttering including strutting, propping etc. and removal of formwork for Columns, piers, abutments, pillars, posts and struts |
| 30 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level : 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 31 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level : Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 32 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 33 | Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 34 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS:3564, embo ssed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. |
| 35 | Providing and fixing sliding arrangement in racks/ cupboards/ cabinets shutter by with stainless steel rollers to run inside C or E aluminium channel section. [Note: The payment of C or E channel shall be made separately]. |
| 36 | Providing and fixing bright/ matt finished Stainless Steel handles of approved quality & make with necessary SS screws etc. all comp lete as per direction of the Engineer-in-Charge : 125mm : 200 mm (Fancy Handle) |
| 37 | Providing and fixing bright/ matt finished Stainless Steel handles of approved quality & make with necessary SS screws etc. all comp lete as per direction of the Engineer-in-Charge : 100mm:100 mm |
| 38 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mi tred and welded by angle iron 35x35x5 mm or 35x5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, incl uding fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direc tions of Engineer-in-Charge. |
| 39 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. includingpre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying& applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER orany other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of concrete work). |
| 40 | Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc ., for struts, chain link fencing posts as per drawing includinggate, ladders, safety grills, walkways, collapsible gate, signboar ds, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying twocoats of epoxy paint "EPILUX 155" High Build Enamel over a coat ofEPILUX 610 Primer of M/s Berger or any other approved equivalen t make as permanufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing a nchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (excluding the cost of concrete work). |
| 41 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge. |
| 42 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wi re or nuts, bolts and washers as required complete as per the directions of the Engineer-in-Charge : Made of G.I. wire of dia 4 mm |
| 43 | 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, up to 3 m height of wall with existing angle iron "Y" shaped placed 2.4 m or 3.00 m apa rt and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including n ecessary bolts or G.I. barbed wire tied to angle iron, all complete as per the directions of Engineer-in-Charge, with reinforced bar bed tape (R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 4 3.478 gm/ metre. [Note: Cost of M.S. angle, C.C. blocks shall be paid separately]. |
| 44 | Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to m atch the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) : Ordinary cement without any pigment |
| 45 | 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 20 mm thick cement mortar 1:4 (1 ce ment : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete : Size of Tile 500x500 mm |
| 46 | Providing and laying Glazed Vitrified Tiles (Matt/ Antiskid finish) of specified sizes (thickness to be specified by the Manufacture r) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours and shades, lai d on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tile s will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily : Size of Tile 600 x 600 mm |
| 47 | Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. |
| 48 | Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 49 | Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. |
| 50 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 51 | Neat cement punning. |
| 52 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm |
| 53 | Applying priming coat : With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. |
| 54 | Applying priming coat : With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. |
| 55 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wa ll surface to prepare the surface even and smooth complete. |
| 56 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approv ed brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour : One coat |
| 57 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approv ed brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour : Two coats |
| 58 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved bra nd and manufacture, including applying additional coats wherever required, to achieve even shade and colour : One coat |
| 59 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved bra nd and manufacture, including applying additional coats wherever required, to achieve even shade and colour : Two coats |
| 60 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratch es etc. complete. |
| 61 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work |
| 62 | Painting with aluminium paint of approved brand and manufacture to give an even shade : One or more coats on old work |
| 63 | Polishing on wood work with ready made wax polish of approved brand and manufacture : Old work |
| 64 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. |
| 65 | Repair to plaster of thickness 12 mm to 20 mm in patches of area up to 2.5 SQM including cutting the patch in proper shape, raking o ut joints, preparing and plastering the wall surface etc. complete, including disposal of rubbish at unobjectionable area outside Ow nder"s premises, all complete as per directions of the Engineer-in-Charge : With cement mortar 1:4 (1 cement : 4 fine sand) |
| 66 | Supplying and fixing new wooden fillets wherever necessary : 2nd class teak wood fillets |
| 67 | Renewing Wrought Iron/ M.S. Wheel or roller of steel door or gate and fitting and fixing the same with necessary clamps, nuts and bo lts/welding and erection etc. complete : Wheel above 50 mm dia. [Note: Unit "EA" shall mean "PER WHEEL"]. |
| 68 | Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand fol lowed by and including cleaning with oil free air blast as per directions of the Engineer-in-Charge. |
| 69 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directionsof Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 70 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directionsof Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) |
| 71 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior todismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved bythe Engineer-in-Charge] |
| 72 | Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the workarea shall be done prior to dismantling operations] |
| 73 | Removing cement mortar from bricks and cleaning bricks including stacking within a lead of 50m [Notes: (1) Stacks of cleaned bricks shall be measured. (2) Unit "TS" shall mean "PER 1000 NOS"]. |
| 74 | Removing cement mortar from and cleaning stones and concrete articles. [Note: Net quantity of stacks of cleaned materials will be me asured] |
| 75 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete a nd stacking within 50 metres lead : Of area 3.0 sq. metres and below |
| 76 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete a nd stacking within 50 metres lead : Of area beyond 3.0 sq. metres |
| 77 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in : Channels, angles, tees and flats |
| 78 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting ri vets, welding etc. including dismembering and stacking within 50 metres lead. [Notes: (1) Dismantling shall be allowed during day sh ift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shallbe done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approv ed by the Engineer-in-Charge.] |
| 79 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign mate rial etc. complete : Old work (One or more coats) |
| 80 | Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer"s specifications & directions of the Engineer-in-Charge : 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
| 81 | 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 (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) PrecastC.C. kerb stones shall be approved by the Engineer-in-Charge.] |
| 82 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserv iceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 me tre lead as per directions of the Engineer-in-Charge. |
| 83 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and patternover and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the directi ons of the Engineer-in-Charge. [Note: Old CC paver blocks shall be supplied by the department free of cost]. |
| 84 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron "P" or "S" trap, 10 litre low lev el white P.V.C. dual flushing cistern (Ref. Make: HINDWARE, Model: Cat No.-21029 or equivalent approved), including flush pipe, withmanually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete, including cutting and mak ing good the walls and floors wherever required : White vitreous china orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (Ref. Make: HINDWARE, Model: Cat No.-2 0042 or equivalent approved). |
| 85 | 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 allfittings 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. |
| 86 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I cl amps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 87 | Providing and fixing White Vitreous China Wash basin size 550x400 mm with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required. |
| 88 | Providing and fixing 8 mm dia C.P./ S.S. Jet with flexible tube up to 1 metre long with S.S. triangular plate to Eureopean type W.C.of quality and make as approved by the Engineer-in-Charge. |
| 89 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS:7231, with al l fittings and fixtures complete. 10 litre capacity - White |
| 90 | Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete : 10 litre (full flush) capacity - White |
| 91 | Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : White solid plastic seat with lid |
| 92 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. |
| 93 | Providing and fixing C.P. Brass 32 mm size Bottle Trap of approved quality & make and as per directions of the Engineer-in-Charge. |
| 94 | Providing and fixing 15 mm nominal diameter C.P. Brass single lever telephonic wall mixer of quality & make as approved by the Engineer-in-Charge. |
| 95 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 m m sizes respectively. |
| 96 | Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : Flat back wash basin of size 550x400 mm |
| 97 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : Semi Rigid Pipe : 32 mm diameter |
| 98 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : Flexible Pipe: 32 mm diameter |
| 99 | Providing and fixing toilet paper holder : C.P. Brass (Ref. Make: JAQUAR, Model: Cat. No.-1151 or approved equivalent). |
| 100 | Providing and fixing soil, waste and vent pipes : 75 mm diameter : Sand Cast Iron S&S pipe as per IS:1729 |
| 101 | Providing and fixing glazed vitreous China Oval wash basin of 560x410 mm size (Ref. Make: HINDWARE, Model: Cat No.-10017 or equivale nt approved) with M.S. or C.I. brackets painted white, C.P. brass chain with rubber plug, 32mm C.P. brass waste coupling of standardpattern, 32mm C.P. brass bottle trap and union, 32mm diameter C.P. pipes to wall flange etc. including cutting and making good the walls & floors wherever required, etc. complete in all respects inclusive of cost of all required fittings, fixtures, materials, lab our, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge : White Colour |
| 102 | Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, t ackles etc. as per specifications and directions of the Engineer-in-Charge : Stainless steel liquid soap container (spring loaded push type) with lid and brackets fixed to P.V.C. cleats with C.P. brass screws,etc. |
| 103 | Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, t ackles etc. as per specifications and directions of the Engineer-in-Charge : C.P. brass double coat hook (Ref. Make: JAQUAR, Model: Cat. No. 1161 or approved equivalent). |
| 104 | Providing and fixing C.P. brass Towel Ring 300mm diameter, fixed to P.V.C. cleats with C.P. brass screws, etc. complete. |
| 105 | Providing & fixing 6mm thick, copper back finish, looking mirror of required size, made of float sheet glass of best quality & appro ved make, over 12mm thick marine board fixed to rawl plug with round head screws & washers including teakwood beading with melamine polish all around, complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications an d directions of the Engineer-in-Charge. |
| 106 | Internal Work - Exposed on wall: 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. Th is includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directions of the E ngineer-in-Charge : 25 mm nominal outer dia pipes |
| 107 | Internal Work - Exposed on wall: 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. Th is includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directions of the E ngineer-in-Charge : 50 mm nominal outer dia pipes |
| 108 | Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for ho t & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This i ncludes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same inclu ding testing of joints complete as per directions of the Engineer-in-Charge : 25 mm nominal dia pipes |
| 109 | External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water suppl y including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, t renching, refilling & testing of joints complete as per directions of the Engineer-in-Charge : 25 mm nominal dia pipes |
| 110 | External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water suppl y including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, t renching, refilling & testing of joints complete as per directions of the Engineer-in-Charge : 50 mm nominal dia pipes |
| 111 | Internal Work - Exposed on Wall: Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and makin g good the walls etc. : 25 mm dia nominal bore |
| 112 | Internal Work - Exposed on Wall: Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and makin g good the walls etc. : 50 mm dia nominal bore |
| 113 | External Work: Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : 25 mm dia nominal bore |
| 114 | External Work: Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : 50 mm dia nominal bore |
| 115 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter |
| 116 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS-8931 : 15 mm nominal bore |
| 117 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS-8931 : 15 mm nominal bore |
| 118 | Providing and fixing kitchen sink mixer with all fittings (Ref. Make: JAQUAR, Model: Cat. No. 7309 or approved equivalent) includingcutting & making good the walls/ counter wherever required, etc. complete in all respects inclusive of cost of all materials, labou r, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 119 | Providing and fixing 15mm diameter C.P. brass tap as per following with C.P. brass flange including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specificatio ns and directions of the Engineer-in-Charge : Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0037 or approved equivelent) |
| 120 | Providing and fixing 15mm diameter C.P. brass angle valve as per following with C.P. copper connecting pipe 375mm long or as require d including nuts, washers, C.P. brass flange, etc. including cutting & making good the walls wherever required, etc. complete in allrespects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Ch arge : Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent) |
| 121 | Providing & fixing C.P. Brass battery based infrared sensor operated pillar cock, having foam flow technology : 15 mm nominal bore |
| 122 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank (Ref. Make: SINTEX or approved equivalent), I S:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but with out fittings and the base support for tank. |
| 123 | Cleaning of terrace/ loft water storage tank (inside surface area) up to 2000 litre capacity at all heights with coconut brushes, du ster 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 d isposing of malba, all complete as per the directions of Engineer-in-Charge. [Note: The old date already written on tank should be r emoved with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be ma de @ Rs. 0.10 per litre if during cleaning any G.I. fittings or ball cock is damaged that is to be repaired by the Contractor at hisown cost and nothing extra will be paid on this account]. |
| 124 | Cleaning of underground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per directi on of Engineer-in-Charge. The cleaning shall consist following operations: (1) Tank shall be emptied of water by pumping & bottom sh all be cleaned of slit and otherdeposits. (2)Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc.and pressure washed with water. (3) Chlorination of RCC internal surface by liquid chlorine. (4) The treated surface shall be driedusing air jetting and all loose particles shall be removal from the surface. (5) Finally the surface shall be treated with ultra-vi olet radiation etc. as per direction of the Engineer-in-Charge. |
| 125 | Disconnecting damaged overhead/ terrace PVC water storage tankof any sizefrom water supply line and removing from the terrace in cluding shifting at ground level as per the directions of Engineer-in-Charge. |
| 126 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. [Note: Unit "KL" shall mean "KILO LITRE"] |
| 127 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per th e directions of Engineer-in-Charge. |
| 128 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of requireddia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neopre ne gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural d rawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] : For fixed portion : Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 129 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] : With float glass panes of 5.50 mm thickness |
| 130 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] : With float glass panes of 8.00 mm thickness |
| 131 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logoembossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivotand single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. : With stainless steel cover plate minimum 1.25 mm thickness |
| 132 | Providing and fixing 100mm wide Vertcal Fabric Blind system of VISTA/ MAC/ TRAC of approved make & shades complete along with standa rd accessories in required design/ shade as per manufacturer"s recommendations, specification and directions of the Engineer-in-Charge. |
| 133 | Providing and erecting 2.0 metre high temporary barricading at site; each panel of size 2.5m x 2.0m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/ horizontal members/ bracings covered with 1.63mm thick MS Sheet. The steel shall be fixed with 30x5m m MS flat by suitable welding/ riveting. The panels shall be made so that gap of 50cm above the ground is available making overall h eight as 2.5m. MS channel ISLC75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overtur ning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/ direction of Engineer-in-C harge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site forday and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading pr ovided shall be retained in position at site continuously including shifting of barricading from one location to another location asmany times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, paint ing, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed witho ut prior approval of the Engineer-in-Charge. [Note: One time payment shall be made for providing barricading from start of work tillcompletion of work including shifting. The barricading provided shall remain to be the property of the contractor on completion of the work]. |
| 134 | Removal of garden waste by TATA 407 or equivalent capacity vehicle including loading/ unloading, carriage up to 1.0 Km lead & dispos al at designated place etc. complete as per direction of the Engineer-in-Charge. [Note: Unit "EA" shall mean "PER TRIP"]. |
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