Yamuna Expressway Industrial Development Authority has published Tender For Construction Of 33/11 Substation Sector-17 Yea.. Submission Date for this Tender is 28-12-2022. Substation Tenders in Gautam Buddha Nagar Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 09-Dec-2022 | Corrigendum 1 | Date | 16-12-2022 |
| 2 | 19-Dec-2022 | Corrigendum | Date | 28-12-2022 |
| Sl. No. | Item Description |
| 1 | BOQ-A : |
| 2 | 33kV HT PANELS |
| 3 | Supply, Installaton, Testing & Commissioning of 33 KV ,Indoor type 6 panel board Vacuum circuit breaker (With 1 No. Incomer 1250 Amps, 2 No. Outgoing 1250 Amp, 2 No. Tie Feeder 1250 Amp & 1 No. Bus Coupler 1250 Amp), 3 phase, 31.5 KAfor 1 sec. , HT switch gear with all necessary protection, metering and other accessories as required. Analysis of Rate |
| 4 | Supply , Installaton,Testing & Commissioning of 33KV , Indoor type 2 panel board Bus PT, 3 phase, 31.5 KAfor 1 sec with all necessary protection, metering and other accessories as required. Analysis of Rate |
| 5 | Supply, Installation, testing & commissioning of out door type 10 MVA Power Transformer with on load tap changeras per ISI specificationincluding loading, unloading, local carriage & erection of the same on plinth & making all necessary connection etc. Complete in all respects as per specification (Make ABB/ Crompton/ Schinider). Cable termination box with disconnecting facility for 33 KV XLPE cable at 33 KV side. Cable termination box with disconnecting facility for 11 KV XLPE cable at 11 KV side. |
| 6 | On load tap changer+/- 7.5@2.5%, Bi directional roller, Conservator with drain valve, Earthing ferminals, Double diaphragm explosion vent, Radiator with top & bottom shut off valve, First filling of oil including make up fill, Silica gel breather with oil seal, Rating and diagram plate, Air Release plug,Buchholz relay with shut off valve,Winding temperature indicator (WTI), Oil temperature indicator (OTI), Megenatic oil level guage, Pressure relief device, Marshalling box. No load losses-7Kw, load losses 50KW, Toleronce as per I.S. code Analysis of Rate |
| 7 | 11kV HT PANELS |
| 8 | Supply Installaton Testing & Commissioning of 11 kV, Indoor type 12 panel board Vacuum circuit breaker (2 No. Incomer 1250 Amps, 1 No. bus coupler 1250 Amps and 9 Nos.630Amp Outgoing) 11 KV, 3 phase, 25 KAfor 1 sec. HT switch gear VCB breaker with all necessary protection, metering and other accessories as required. Analysis of Rate |
| 9 | Supply, Installaton, Testing & Commissioning of11KV Indoor type 2 panel board Bus PT,3 phase, 25 KAfor 1 sec with all necessary protection, metering and other accessories as required. Analysis of Rate |
| 10 | Supplying, assembling, installation, commissioning of Sealed maintenance free (SMF) 110V D.C., 200 AH batteries. The batteries shall reston treated wooden planks fabricated from MS angle and free standing floor mounted rack with acid resistant finish and complete with series connecting electrical leads and charging of batteries. The batteries shall be accompanied with tester. This shall have incoming leads as well as outgoing leads and of suitable battery charger for 8 hrs charge of 200AHbattery charger enclosed in sheetmetal with fan on top and it should automatically charge the batteries With booster and trickle charge. |
| 11 | Charger shall be complete with incoming & outgoing leads and D.C. Distribution board willhave one set of 63 amps MCB as incomerand 10 Nos. of suitable rated MCB (as per coil rating of VCB) on outgoing sideenclosed in metal sheet enclosure of 2mm thickCRCA sheet steel dully painted anti-corresion paint. The unit will be complete with bus bars, accessories, links, terminal strip, clampsetc along with cables up to incoming & outgoing to VCB panels.Analysis of Rate |
| 12 | Supply, delivery, laying, testing & commissioning of 33KV (E), XLPE cable having compacted circular staranded aluminium conductor, conductor screening of extruded semi conducting compound, cross linked polythylane (XLPE), insulation screening of the extruded semin conducting compound followed by copper tape, cores laid up, taped PVC inner sheath, single layer of steel strip armouring, overall PVC outer sheath conforming to IS: 7098 (Part-amendments) for following mentioned sizes. |
| 13 | It should be operational at 33 KV, 50 Hz. AC system in ground at a depth of 1200 mm below ground level over a cushion of 75 mm thick sand alround and protected with bricks on sides and top on surface the cable run shall be fixed on M.S. clamps etc of suitable size or as directed by the E/I. Complete in all respect. The price are inclusive of all earth work such as digging, back filling, supply & spreading of good earth all around the cable, supply & providing cable identification markers. The installation should be complete in all respects and as per requirement of the job.(CCI , Fort Gloster, Asian , Universal, Nicco , ICL , Diamond, Havells, KEI make. Analysis of Rate |
| 14 | 33kV, 3C X 400 sq. mm.(from 33kV HT Panel to 33/11kV Power transformer). Analysis of Rate |
| 15 | 11kV, 3C X 300 sq. mm.(From 33/11 Power Transformer to 11 KV HT Panles). Analysis of Rate |
| 16 | Supply, Delivery, Installation, Testing & Commissioning of 33KV, Indoor type cable termination kit complete in all respects as required for proper completion of work. (make Raychem, CCI, Frontec) |
| 17 | 33kV, 3C X 400 sq. mm., XLPE insulated, Aluminum conductor E grade, strip armoured cable. Analysis of Rate |
| 18 | 11kV, 3C X 300 sq. mm. ,XLPE insulated, Aluminum conductor E grade, strip armoured cable. Analysis of Rate |
| 19 | Supply, Delivery, Installation, Testing & Commissioning of 33KV, Outdoor type cable termination kit complete in all respects as required for proper completion of work. (make Raychem, CCI, Frontec) |
| 20 | 33kV, 3C X 400 sq. mm. XLPE insulated, Aluminum conductor E grade, strip armoured cablefrom 33kV HT Panel to 33/11kV Power transformer. Analysis of Rate |
| 21 | 11kV, 3C X 300 sq. mm. XLPE insulated, Aluminum conductor E grade, strip armoured cable. Analysis of Rate |
| 22 | CONTROL CABLE |
| 23 | Supply, Installation, testing and commissioningof Control cables of following sizes to be laid buried in ground or laid on cable trays for transformers and VCB. 1.1kV GradeStranded Copper Conductor, PVC Insulated WrappedPVC Inner & OuterSheathed Cable. Analysis of Rate |
| 24 | CABLE 4CX2.5SQMM |
| 25 | CABLE 19CX1.5SQMM |
| 26 | Supply, Installation, testing and commissioningof Cable end terminations/Glands/lugs for 1.1kV grade stranded copper conductor, pvc insulated wrapped pvc inner & outer sheathed cable for transformers and VCB. Analysis of Rate |
| 27 | CABLE 4CX2.5SQMM |
| 28 | CABLE 19CX1.5SQMM |
| 29 | Distribution board |
| 30 | Supplying and fixing of TPN MCB distribution board of steel sheet for 415 volts on surface/ recess complete with loose wire box, terminal connectors for all incoming and outgoing circuits, duly prewired with suitable size FR PVC insulated copper conductor up to terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar, detachable gland plate, interconnections, powder painted including earthing etc of DB"s (For Lighting & Small Power ). Note- Each incoming and outgoing MCB"s shall have Ics = 10 kA minimum. S & F surface/ Flush mounting 12ways TPN distribution board with additional metal door without MCB complete in all respect,as directed at site byEngineer in charge. PWD PS No-1029( A ) |
| 31 | Incoming :- S&F of 1 No. , 100 Amp. T.P. Isolator, PWD PS No-1007 (B ) |
| 32 | S&F and making connection of 3 Nos. ,40A 2 pole 30mA ELCB/RCCBof Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge, PWD PS No-393 |
| 33 | Outgoing :- S&F of 36 Nos, 6 Amp to 32 Amp. MCB (10 KA) C Curve, PWD PS No-1002 |
| 34 | Supply and fixing of power plug with 15A/250 voltflush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 175mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. & Add for plug point with modular switch & socket in place of piano type switch & socket. (UPS socket for computer). PWD PS No-1139 & 187C |
| 35 | S&Fof 63 Amp. 415 V metal clad T.P. rewireable type switch fuse unit on angle iron bracket complete in all respect. PWD PS No-313 |
| 36 | LIGHTING FIXTURES |
| 37 | S&F of LED Tube Light with batten suitable for upto 1X22 Watt LED Tube Light fitting including tube on surface complete in all respect. PWD PS No-1413 |
| 38 | S/F of 40mm. dia 1.5mtr. long G.I. pipe ‘B’ Class bracket with 2 Nos. ‘D’ clamps 50X6mm. flat iron on steel tubular pole/ steel rail pole / PCC pole with bolts, nuts etc. complete in all respect Analysis of Rates |
| 39 | S&F of LED Street Light Fitting Having die cast aluminium body and diffuser with driver set suitable for 140 to 150 Watt. Confirming to IP 66 Protection complete in all respect. PWD PS No-1425 |
| 40 | CEILING / WALL BRACKETS/ EXHAUST FANS |
| 41 | Supply, Installation, testing and commissioningof 1200mm dia sweep ceiling fan with standard down rod. Analysis of Rate |
| 42 | Supply, Installation, testing and commissioningof Oscillating type wall fan 400mm dia. Analysis of Rate |
| 43 | Supply, Installation, testing and commissioningof 300mm dia heavy duty 900 RPMexhaust fan complete with louvered shutters. Analysis of Rate |
| 44 | POINT WIRING |
| 45 | Wiring point for light with 1.5 sq.mm. FRLSHPVCinsulated multistrand single core copper conductor cableinin PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside. eachpartly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with GP Box, Modular type switch & ceiling rose/angle/batten holder on 3mm thickphenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash. PWD PS No-138( C) +187(A) 2018 |
| 46 | Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cablein PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete GP Box ,Modular type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. PWD-140(C) +187(A) 2018 |
| 47 | Supply and fixing of power plug with 15A/250 voltModular type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 175mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer PWD PS No-1139+187(C) |
| 48 | SUBMAIN WIRING |
| 49 | Supply and wiring of submains with 2 nos. 2.5 sq mm & with 1 no earth wire of 1.5 sq mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing PVC conduit complete, including supply of all material, labour andT & P etc.& Supply and laying of20 mm dia heavey duty (2mm Thick) PVC conduit of 25mm dia.complete with bends and other acessories as required in slab alongwith reinforcement, before concreting and plastering etc, required for proper completion of the work as directed by Engineer in charge.For computer terminals from UPS DBs, PWD PS No-291&282(A ) |
| 50 | Supply and wiring of submain withtwo number 4 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2 mm thick) PVC conduit with one no. 2.5 sq. mm.FRLSH PVCinsulated multistrand copper conductor cable as earth continuity wire drawn in conduit, including matching colour washetc. ,complete in all respect.For 16A sockets, PWD PS No-221(C) |
| 51 | Supply and wiring of submain withtwo number 6 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core aluminium conductor cablebut in 25 mm dia heavy duty (2 mm thick) PVC conduit with one number 4 sq. mm. FRLSHPVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit etc. completeinall respect.For 20A AC sockets, PWD PS No-222(C ) |
| 52 | Supplyandwiring of4number 16 sq. mm. PVCinsulated 1100 V grade single core Copper conductor cable in 40 mm dia PVC conduit partly concealed in wall and partlylaid in slab alongwith reinforcement before concreting, with two number 10 sq mm single core Copper conductor cable asearth continuity wiredrawn in coudit including matching colour wash etc, complete in all respect For 63A sockets. PWD PS No-279(C ) |
| 53 | EARTHING SYSTEM |
| 54 | Supply & Burying of 600mm X 600mm X 6.00mm G.I. plate verticalley for Earthing with its top at least 3.00 mtr below ground level complete with 20mm Dia. G.I. pipe & Funnel for watering and one earthing lead of one no. 8 to 10 SWGG.I. wire in 15mm dia. GI pipe upto Switch Board (From approan to switch board the cost of GI pipe & GI wire will be extra) 30cm square C.I. frame with hinged cover masonory housing alternate layers of charcole/ coke and salt at least 150mm thick alround etc. as per direction of Engineer-in-charge complete in all respects. as per drawing (this will apply for earthing of poles also). PWD PS No-702 |
| 55 | Supply & Burying of 600mm X 600mm X 3.00mm Cu. plate verticalley for Earthing with its top at least 3.00 mtr below ground level complete with 20mm Dia. G.I. pipe & Funnel for watering and one earthing lead of one no. 8 to 10 SWGCu. wire in 15mm dia. GI pipe upto Switch Board (From approan to switch board the cost of GI pipe & Copper. wire will be extra) 30cm square C.I. frame with hinged cover masonory housing alternate layers of charcole/ coke and salt at least 150mm thick alround etc. as per direction of Engineer-in-charge complete in all respects. PWD-704 (2018) |
| 56 | Supply & Burying of 40mm dia. X 4.5 mtr long G.I. pipe verticalley for Earthing haveing 12mm dia. Holes spaced 75mm apart drilled upto 2mtr from the bottom complete with earthing lead of No.6 to 8 SWG G.I. wire in G.I. pipe upto appron (and from appron to switch board the cost of G.I. wire & pipe will be Extra) upto Switch Board, 30cm squre C.I. Box hinged cover masonory inclosure , funnel at top, alternet layers ofcharcole/ coke and salt at least 150mm thick alround etc. as per direction of Engineer-in-charge complete in all respects. as per drawing. PWD PS No-701 |
| 57 | ELECTRONIC EARTHING FORINSTRUMENTATION SYSTEM |
| 58 | Supply & Burying of 600mm X 600mm X 6.00mm G.I. plate verticalley for Earthing with its top at least 3.00 mtr below ground level complete with 20mm Dia. G.I. pipe & Funnel for watering and one earthing lead of one no. 8 to 10 SWGG.I. wire in 15mm dia. GI pipe upto Switch Board (From approan to switch board the cost of GI pipe & GI wire will be extra) 30cm square C.I. frame with hinged cover masonory housing alternate layers of charcole/ coke and salt at least 150mm thick alround etc. as per direction of Engineer-in-charge complete in all respects. as per drawing (this will apply for earthing of poles also). PWD PS No-702 |
| 59 | Supply,fixing and terminating of following conductors with PVC sleeves and wires in trenches including providingsand cushioning, brick protection etc.or laying on surface with GI clamps, boltsand nuts etc. |
| 60 | S&L of 32 x 6 mm GI strip, complete in all respects as per approved by Engineer-in-charge, PWD PS No-717 |
| 61 | S&L of 32 x 6 mm Copper strip,complete in all respects as per approved by Engineer-in-charge, PWD PS No-718 |
| 62 | S&F of 25 x 3 mm GI strip with G.I clamps on surface complete in all respects as per approved by Engineer-in-charge.,PWD PS No-710 |
| 63 | S&F of 25 x 3 mmCopper Strip with G.I.Clamps on surface complete in all respects as per approved by Engineer-in-charge., PWD PS No-711 |
| 64 | CABLE TRAYS & PIPES |
| 65 | Supply and Installation ofPerforated type trays–Prefabricated 2.5mm G.I.(Hot Dip Galvanised), 75mm flange height with all accessories such as coupling plates, bends, tees, reducers, coupling nut-bolts etc. of following width. The cost of installation shall include connection, bolting, cutting, etc.The supporting steel for cable trays shall be painted type and Cable trays, accessories and covers shall be painted with one shop coat of red oxidezinc chromate primer and two site coats of aluminiumalkyd paint. Analysis of Rate |
| 66 | 300 mm width |
| 67 | 150 mm width |
| 68 | 100 mm width |
| 69 | Supplying, fixing, testing & commissioning heavy duty PVC pipe with all necessary conduit accessories etc.,110mm dia conduit,PWD-2020, Civil-33(iii),Page No. 6 |
| 70 | S/L of 120mm dia. DWC pipe for drawing of power cable across the road by drilling of 150mm dia. at 1mtr. below the road level thereby doing the work of providing DWC pipe by Manual Trenchless method (Manual). Analysis of Rate. |
| 71 | S/L of 200mm dia. H.D.P.E. pipe for drawing of power cable across the road by drilling of 220mm dia. at 1mtr. below the road level thereby doing the work of providing H.D.P.E. pipe PE-63/PN-8 by Manual Trenchless method (Manual). Analysis of Rate. |
| 72 | LIGHTNING PROTECTION SYSTEM |
| 73 | Supply and fixing of vertical Air termination final rod comprising of 300mm long x 25mm dia.G.I. Materialwith one pointed prong and 100mm dia x 3 mm thick base plate etc. complete in all respect. PWD PS No-712(B) |
| 74 | Supply and fixing of horizontal air termination (roof conductor) of 25mm x 3mm G.I. strip, G.I. clamps on surface complete in all respects as approved by Engineerin-charge. PWD PS No-710 |
| 75 | Supply and fixing of testing joint ofG.I. strip 32mm x 6mm and 150mm long with G.I. bolts and nut etc. complete in all respect PWD PS No-719 |
| 76 | Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing.PWD PS No-701 |
| 77 | Iditification plate of earthing pitwith associated work. Analysis of Rate. |
| 78 | SAFETY EQUIPMENTS |
| 79 | Supply & Fixing of Danger Board Fabricated from 10 gauge M.S. Sheet. (33 kV Danger Caution Boardsas per IS 2551 & IS 8923 ,PWD PS No-1109 |
| 80 | Supply & Fixing of Danger Board Fabricated from 10 gauge M.S. Sheet. (11 kV Danger Caution Boardsas per IS 2551 & IS 8923, PWD PS No-1109 |
| 81 | Supply and fixing of shock treatment chart (prescribed under I.E. rules) duly framed with glass and supported from back with hard board or soft board with supply of all material labour T&P for proper completion of work. PWD PS No-1134 |
| 82 | Supply and fixing of Carbon Di-oxide Fire Extinguishers of 4.5 Kg. each mounted on wall hooks as per IS 2878- PWD PS No-1132 |
| 83 | Supply and fixing of fire bucket,(6 Nos) round bottom made of G.I. sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand,water as per directions of Engineer-in-Charge. PWD PS No-1133 |
| 84 | HV insulating mats confirming to IS 15652-2006. The mats should have been type tested by CPRI or another third party lab of equivalent stature. The mats shall be moisture proof, fire retardant and resistant to acids, alkalies & transformer oil. Analysis of Rate |
| 85 | S/E of Section Double pole structure on ST pole 410 SP-62 with 1/6 over length of poles grounted with cement concrete in 1:3:6 (one cement : 3 coarse sand :6 Stone balleast) including plingthingof pole 30 cm above grade level, plastering of plinth including excavation & back filling etc. The double pole structure consist of 100X50X2.5 mtr. & 75X40 mm 2.5 mtr. M.S. channel and bracings with M.S. clamp packing piece Nuts Bolts etc. The rates includes all materials labour T&P etc. required for proper completion f work as per direction of E/I. Analysis of rate |
| 86 | S/F of 33 KV pin insulator with pin on poles or any where specified including bolts to fasten on pole cap/cross arm with the poles. (Jaishree, BHEL,RR, Hindustan make) Analysis of rate |
| 87 | S/F of cross arm made of 100X50 mm M.S. channel 2.5 mtr. long on poles with packing, piece, M.S. clamp, Nut bolts etc. complete in all respect. Analysis of rate |
| 88 | Painting of the electric pole with two coat of Al-paint over red oxide primer complete in all respect. PWD PS No-634 |
| 89 | Supply & fixing of MS rod for earthing with 2.5 m long, solid, 20 mm dia hot dipped galvanised MS rod buried till the top reaches 1.7 mts. Below the GL complete with bolts & nuts & GI earth wire 7/14. Analysis of rate- |
| 90 | S/F of HDPE. pipe 150mm dia "B" Class Jindal/Tata make including required material T&P etc. Complete in all respects. Analysis of Rate |
| 91 | Supply, Installation, testing and commissioning of Out door type distribution transformer. Specification and also confirming to IS : 1180. Level-2as per the directions of the Engineer-in-charge Analysis of Rates (a) 63 KVA Aluminium wound |
| 92 | Supply, delivery, laying testing & commissioning of 11KV (E), XLPE cable having compacted circular staranded aluminium conductor, conductor screening of extruded semi conducting compound, cross linked polythylane (XLPE), insulation screening of the extruded semi conducting compound followed by copper tape, cores laid up, taped PVC inner sheath, single layer of steel strip armouring, overall PVC outer sheath conforming to IS: 7098 (Part-amendments) for following mentioned sizes. |
| 93 | It should be operational at 11 KV, 50 Hz. AC system in ground at a depth of 1200 mm below ground level over a cushion of 75 mm thick sand alround and protected with bricks on sides and top on surface the cable run shall be fixed on M.S. clamps etc of suitable size or as directed by the E/I. Complete in all respect. The price are inclusive of all earth work such as digging, back filling, supply & spreading of good earth all around the cable, supply & providing cable identification markers. The installation should be complete in all respects and as per requirement of the job. (CCI, Gloster, Asian, Universal, Nicco , ICL,Havels,Dimond make) PWD PS No-506 (a) 3CX70 Sqmm. |
| 94 | Supply, Delivery, Installation, Testing & Commissioning of 11 KV Out door type cable termination kit of 3 core cable for cable termination at the panel & transformer complete in all respects as required for proper completion of work. (650mm length)(make Raychem/C.C.I./Frontec) Analysis of rate.(a).3CX50 Sq.mm. |
| 95 | Supply & laying of aluminium conductor, XLPE insulated, armoured served, sheathed cable 1100 V grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the E/I, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. [CCI (Mumbai/Nasik), Fort Gloster (Kolkata), Asian (Thane/Silvasa), Universal (Satna), Nicco (Kolkata/Baripara), ICL (Rajpura), Diamond, Havells make] & for small works upto value of cable for Rs. 25.0 Lacs Kalinga (Gold), Suraj, Delton, Grandly & Polycab make can be used) as per direction of Engineer-in-charge PWD PS No -501 (a) 3.5C x 50 Sqmm. |
| 96 | S/F of palm or pin type copper tin plated cable socket (Lug) to the cable leads, insulating with tape & making connections etc. complete in all respects as per the directions of the Engineer-in-charge. PS-504 (a) 50 Sqmm. |
| 97 | S/F of MS Cubical box of size 600x300x180mm made of MS Sheet including base plate with 6 Nos 6 to 32 Amp MCB, 8 Nos HRC Fuse 32A, 1 No. 4 pole MCBincluding connection, painting. Complete in all respects as per direction of E/I. (E80) |
| 98 | BOQ-B :(Civil Work:) |
| 99 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (DAR/2.8.1/Based on UPPWD/SOR-2020)) |
| 100 | Depth from 0.0 to 1.5 M below G.L. |
| 101 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. (MORTH-305). All kinds of soil. (A.R./YEIDA/Based on UPPWD/SOR-2020)) |
| 102 | All leads |
| 103 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281) |
| 104 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. “(Note:- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). |
| 105 | All works upto plinth level. (DAR/5.33.1/Based on UPPWD/SOR-2020)) |
| 106 | All works above plinth level upto floor V level. (DAR/5.33.2/Based on UPPWD/SOR-2020)) |
| 107 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 108 | Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020)) |
| 109 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 110 | Thermo-Mechanically Treated bars of grade Fe-500 D or more. (DAR/5.22A.6/Based on UPPWD/SOR-2020)) |
| 111 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 112 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DAR/10.25.2/Based on UPPWD/SOR-2020)) |
| 113 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 114 | Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020)) |
| 115 | Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020)) |
| 116 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DAR/5.9.5/Based on UPPWD/SOR-2020)) |
| 117 | Columns, Pillars, Piers, Abutments, Posts and Struts. (DAR/5.9.6/Based on UPPWD/SOR-2020)) |
| 118 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). |
| 119 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). (DAR/5.11.1/Based on UPPWD/SOR-2020)) |
| 120 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 121 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DAR/10.25.2/Based on UPPWD/SOR-2020)) |
| 122 | M-150 brick work in 1:4 one cement and four coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a) |
| 123 | Brick work with bricks of class designation 150 in superstructure above plinth level upto floor V level in all shapes and sizes in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DAR/6.4.2/Based on UPPWD/SOR-2020)) |
| 124 | Half brick masonry with bricks of class designation 150 in superstructure above plinth level upto floor V level. |
| 125 | Cement mortar 1:4 (1 cement : 4 coarse sand). (DAR/6.13.2/Based on UPPWD/SOR-2020)) |
| 126 | 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020) |
| 127 | 6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) (DAR/13.16.1/Based on UPPWD/SOR-2020)) |
| 128 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). (DAR/13.11/Based on UPPWD/SOR-2020)) |
| 129 | White washing Three coats including supply of all material, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/673) |
| 130 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work. (DAR/13.60.1/Based on UPPWD/SOR-2020)) |
| 131 | Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials,labour, Tools & plant etc. required for proper completion of the work. (UPPWD/SOR-2020/660) |
| 132 | Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work. (DAR/13.64.1/Based on UPPWD/SOR-2020)) |
| 133 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (DAR/8.31/Based on UPPWD/SOR-2020)) |
| 134 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. |
| 135 | 18mm thick. (DAR/11.6.1/Based on UPPWD/SOR-2020)) |
| 136 | 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 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 137 | Size of Tile 600x600mm (DAR/11.41.2/Based on UPPWD/SOR-2020)) |
| 138 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 139 | Granite work. (DAR/8.3.2/Based on UPPWD/SOR-2020)) |
| 140 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (DAR/11.27/Based on UPPWD/SOR-2020)) |
| 141 | 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 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 142 | Size of Tile 600x600mm (DAR/11.41.2/Based on UPPWD/SOR-2020)) |
| 143 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. (DAR/11.37/Based on UPPWD/SOR-2020)) |
| 144 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. |
| 145 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). Acid and alkali resistant tile (DAR/11.21.1.1/Based on UPPWD/SOR-2020)) |
| 146 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (DAR/11.27/Based on UPPWD/SOR-2020)) |
| 147 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work. (DAR/13.60.1/Based on UPPWD/SOR-2020)) |
| 148 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. (DAR/13.41.1/Based on UPPWD/SOR-2020)) |
| 149 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). (DAR/13.46.1/Based on UPPWD/SOR-2020)) |
| 150 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (DAR/4.17/Based on UPPWD/SOR-2020)) |
| 151 | Providing and fixing Heat Resistant terrace Tiles (300mmX300mmX20mm) having an initial solar reflectance of no less than 0.70 and an initial emittance no less than 0.75. Solar reflectance shall be determined in accordance with ASTM E903 -96 and emittance shall be determined in accordance with ASTM E408-71 (RA1996), on water proof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 Coarse sand) and grouting the joints with mix of white cement and marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150mm height along the parapet walls in the same manner all complete as per direction fo engineer-in-charge. (UPPWD/SOR-2020/New Items-3/P-29) |
| 152 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 153 | In 75x75mm deep chase (DAR/12.21.1/Based on UPPWD/SOR-2020)) |
| 154 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. |
| 155 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. (DAR/9.20.1/Based on UPPWD/SOR-2020)) |
| 156 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: |
| 157 | Profile C - Fixing with adjustable lugs with split end tail to each jamb (DAR/10.14.2.1/Based on UPPWD/SOR-2020)) |
| 158 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 159 | 80x1.25mm M.S. laths with 1.25mm thick top cover. (DAR/10.6.1/Based on UPPWD/SOR-2020)) |
| 160 | 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 required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene 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 drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : |
| 161 | For fixed portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) (DAR/21.1.1.2/Based on UPPWD/SOR-2020)) |
| 162 | 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 level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: |
| 163 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. (DAR/17.1.1/Based on UPPWD/SOR-2020)) |
| 164 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 165 | W.C. pan with ISI marked white solid plastic seat and lid. (DAR/17.3.1/Based on UPPWD/SOR-2020)) |
| 166 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 167 | White vitreous China wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps. (DAR/17.7.1/Based on UPPWD/SOR-2020)) |
| 168 | Providing and fixing toilet paper holder: |
| 169 | C.P. brass (DAR/17.34.1/Based on UPPWD/SOR-2020)) |
| 170 | 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 clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 171 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern. (DAR/17.4.1/Based on UPPWD/SOR-2020)) |
| 172 | Supplying & Installation / fixing (Complete). Of 15 mm CP health faucet of approved with necessary CP flexible hose 1000mm long nozzle, CPwall flange, C.P Holder CP angle cock etc., complete (CP Health Faucet ) (Mkt) |
| 173 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15mm nominal bore (DAR/18.50.1/Based on UPPWD/SOR-2020)) |
| 174 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 8931 : 15mm nominal bore (DAR/18.53.1/Based on UPPWD/SOR-2020)) |
| 175 | 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. (DAR/18.48/Based on UPPWD/SOR-2020)) |
| 176 | Providing and fixing soil, waste and vent pipes: |
| 177 | 100mm dia: Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. (DAR/17.35.1.2/Based on UPPWD/SOR-2020)) |
| 178 | Providing and fixing soil, waste and vent pipes: |
| 179 | 75mm diameter: Centrifugally cast (spun) iron socketed pipe as per IS: 3989. (DAR/17.35.2.2Based on UPPWD/SOR-2020)) |
| 180 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : |
| 181 | 100mm (DAR/17.58.1/Based on UPPWD/SOR-2020)) |
| 182 | 75mm (DAR/17.58.2/Based on UPPWD/SOR-2020)) |
| 183 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 184 | 100x100x100 mm: Sand cast iron S&S as per IS - 3989 (DAR/17.43.1.2/Based on UPPWD/SOR-2020)) |
| 185 | 75x75x75 mm: Sand cast iron S&S as per IS - 3989 (DAR/17.43.2.2/Based on UPPWD/SOR-2020)) |
| 186 | Providing and fixing terminal guard: |
| 187 | 100 mm: Sand cast iron S&S as per IS - 3989 (DAR/17.56.1.2/Based on UPPWD/SOR-2020)) |
| 188 | 75 mm: Sand cast iron S&S as per IS - 3989 (DAR/17.56.2.2/Based on UPPWD/SOR-2020)) |
| 189 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 190 | 100 mm inlet and 75 mm outlet: Sand cast iron S&S as per IS: 3989 (DAR/17.60.2.1/Based on UPPWD/SOR-2020)) |
| 191 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : |
| 192 | For 100mm dia pipe (DAR/17.37.1/Based on UPPWD/SOR-2020)) |
| 193 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 194 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : |
| 195 | With brick of class designation-150 (DAR/19.7.1.1/Based on UPPWD/SOR-2020)) |
| 196 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 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. Concealed work, including cutting chases and making good the walls etc. |
| 197 | 15 mm nominal outer dia pipes (DAR/18.8.1/Based on UPPWD/SOR-2020)) |
| 198 | 20 mm nominal outer dia pipes (DAR/18.8.2/Based on UPPWD/SOR-2020)) |
| 199 | 25 mm nominal outer dia pipes (DAR/18.8.3/Based on UPPWD/SOR-2020)) |
| 200 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 201 | 250 mm dia R.C.C. pipe (DAR/19.6.3/Based on UPPWD/SOR-2020)) |
| 202 | Cement concrete with 2cm gauge approved stone ballast, coarse sand & cement in the proportion of 6:3:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/280/AR) |
| 203 | Providing and fixing brass bib cock of approved quality: |
| 204 | 15 mm nominal bore (DAR/18.15.1/Based on UPPWD/SOR-2020)) |
| 205 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. (DAR/17.71/Based on UPPWD/SOR-2020)) |
| 206 | Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : |
| 207 | Kitchen sink with drain board: 510x1040mm bowl depth 250mm (DAR/17.10.1.1/Based on UPPWD/SOR-2020)) |
| 208 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 209 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. (DAR/17.73.2/Based on UPPWD/SOR-2020)) |
| 210 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (DAR/17.31/Based on UPPWD/SOR-2020)) |
| 211 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
| 212 | Granite of any colour and shade. Area of slab over 0.50 Sqm. (DAR/8.2.2.2/Based on UPPWD/SOR-2020)) |
| 213 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: |
| 214 | (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 215 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 216 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. |
| 217 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 218 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 219 | With average thickness of 120mm and minimum thickness at khurra as 65mm. (DAR/22.7.1/Based on UPPWD/SOR-2020)) |
| 220 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : |
| 221 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. (DAR/2.35.1.1/Based on UPPWD/SOR-2020)) |
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