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| Sl. No. | Item Description |
| 1 | Civil Works |
| 2 | Earthwork in excavation of foundation of structures as per approved drawing and technical specification including setting out, construction of shoring and bracing , removal of stumps and other deleterious material , dressing of sides and bottom , backfilling the excavated earth to the extent required and utilising the remaining earth locally for road work by mechanical means with hydraulic excavator of 0.9 cum bucket capacity as per clause 304 of MOSRT&H, Specification for Road and Bridge works (5th revision) (In Ordinary soil) and as per direction of Engineer-in-Charge. upto 3.00 mtr depth |
| 3 | Earthwork excavation in foundation in hard soil within initial lead of 50m and intial lift of 1.5m including rough dressing and levelling the bed & as per specifiction approved by the E.I.C. |
| 4 | Supplying and filling in foundation trenches and plinth with sand, well watered and rammed in layers not exceeding 23cm in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and , materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge. |
| 5 | Filling foundation and plinth with excavated materials including watering and ramming complete in all respect as directed by the Engineer-in-Charge |
| 6 | Carriage of earth by mechanical means with cost of all lead & lift upto 5 km including cost of all labour, T&P etc., comp. as per specification & direction of Engineer-in-charge |
| 7 | Providing & applying of pre constructional anti-termite treatment by drilling 12mm dia holes at distance of 30cm @ junction of wall & floor about 300mm apart deep enough to reach the soil below & chemical emulsion (PREMISE, IMIDACHLOPRIED 30.5SC OF BAYER MAKE mixed with 47.5ltr water) pumped these holes to soak the soil @ 1 ltr solution of each hole as per manufactures specification & the holes should be pluged the filling materials including cost of all materials, labour,conveyance, T&P , all taxes and hire charges of machinaries as per direction of Engineer-in-charge. |
| 8 | Providing and lying Plain Cement Concrete of proportion (1:3:6) in foundation and floors using 4cm (1 1/2\\") 0 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading,cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge. |
| 9 | Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge |
| 10 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position complete as per direction of Engineer-In -Charge. |
| 11 | A. Foundation & Plinth |
| 12 | a. Column Footing |
| 13 | b. PLINTH BEAM |
| 14 | B. Column shaft |
| 15 | Ground Floor |
| 16 | First Floor |
| 17 | Terrace Floor |
| 18 | C. Lintel |
| 19 | Ground Floor |
| 20 | First Floor |
| 21 | Terrace Floor |
| 22 | D. Stair Case |
| 23 | Ground Floor |
| 24 | First Floor |
| 25 | E. Chajja |
| 26 | Ground Floor |
| 27 | First Floor |
| 28 | Terrace Floor |
| 29 | F. Roof Beam |
| 30 | Ground Floor |
| 31 | First Floor |
| 32 | Terrace Floor |
| 33 | G. Roof slab |
| 34 | Ground Floor |
| 35 | First Floor |
| 36 | Terrace Floor |
| 37 | Supplying, Cutting, Straightening coiled or bent up M.S. rods or Tor steel of SAIL(HYSD Fe-500) welding or jointing if necessary, bending, binding, tying the grills and laying in position as required for R.C.C. works and hoisting, lowering and placing in position in all floors according to approved designs and drawings including cost, conveyance, of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T&P etc. complete in all respect as directed by the Engineer-in-charge All reinforcement steel and structural steel shall be procured from primary producers of steel-SAIL/RINL/TATA/JINDAL(Panther)/SHYAM STEEL. |
| 38 | Ground Floor |
| 39 | First Floor |
| 40 | Terrace Floor |
| 41 | Brickwork with Fly ash bricks in cement mortar (1:6) in F&P (23cm x 11cm x 8 cm) having minimum crushing strength not less than 75 kg.per.sq.cm. including splays cutting, circular moulding, chamfering, corbelling and similar such type of woks with all necessary projections watering and curing for 7 days after immersing the bricks in water for six hours before use etc. complete including cost and conveyance of all materials, labour with T&P required for the work and royalties etc. complete in all respect as per direction of Engineer in charge. |
| 42 | Brickwork with Fly ash bricks in cement mortar (1:6) in Superstructure (23cm x 11cm x 8 cm) having minimum crushing strength not less than 75 kg.per.sq.cm. including splays cutting, circular moulding, chamfering, corbelling and similar such type of woks with all necessary projections watering and curing for 7 days after immersing the bricks in water for six hours before use etc. complete including cost and conveyance of all materials, labour with T&P required for the work and royalties etc. complete in all respect as per direction of Engineer in charge. |
| 43 | Ground Floor |
| 44 | First Floor |
| 45 | Terrace Floor |
| 46 | Brickwork with Fly ash bricks in cement mortar (1:4) in Superstructure (23cm x 11cm x 8 cm) having minimum crushing strength not less than 75 kg.per.sq.cm. including splays cutting, circular moulding, chamfering, corbelling and similar such type of woks with all necessary projections watering and curing for 7 days after immersing the bricks in water for six hours before use etc. complete including cost and conveyance of all materials, labour with T&P required for the work and royalties etc. complete in all respect as per direction of Engineer in charge. |
| 47 | Ground Floor |
| 48 | First Floor |
| 49 | 12mm (1/2'') thick cement plaster in cement mortar (1:6) finished smooth to brick walls after raking out the joint including watering and curing for seven days with cost and conveyance of all materials and labour with T& P required for the work and royalities etc. complete in all respect as per direction of Engineer in charge. |
| 50 | Ground Floor |
| 51 | First Floor |
| 52 | Second Floor |
| 53 | 16mm (5/8'') thick cement plaster (1:6) finished smooth to inside of 9''/10'' thick brick walls after raking out the joint including watering, curing for seven days with cost and conveyance of all materials and labour with T&P required for the work and royalities etc. complete in all respect as per direction of Engineer in charge. |
| 54 | Ground Floor |
| 55 | First Floor |
| 56 | Terrace Floor |
| 57 | 6mm thick cement plaster (1:4) finished smooth to R.C.C surfaces finished smooth including closed deep chipping and slurry treatment including watering, curing for seven days with cost and conveyance of all materials and labour with T&P required for the work with royalities etc. complete in all respect as per direction of Engineer in charge. |
| 58 | Ground Floor |
| 59 | First Floor |
| 60 | Terrace Floor |
| 61 | Supplying and fitting-fixing of Un-plasticised Poly Vinyl Chloride (UPVC) (FENESTA / NCL VEKA LTD.) Casement Door – 60- Series duly manufactured using UPVC reinforced profiles of 60 mm x 55 mmx2.5 mm for outer frames, 102 mm x 60 mm x 2.25 mm for casement Door Sash Profile and 74 mm x 60 mm x 2.5mm mullion profile capable of mounting single glazing system, structurally reinforced with hot dip galvanised up to 50 microns of minimum thickness of 2.0 mm prefabricated & welded through fusion welding the door sash shall be fitted with 12mm thick WPC Board of Greenply make duly fixed with EPDM weathering seal resistant accessories like clipping locking system made of aluminium 1 No., per set of sashes and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges, materials and product conforming to ASTM D 638-14,EN-477-95 and other applicable codes and standards. |
| 62 | Supplying and fitting-fixing of Un-plasticised Poly Vinyl Chloride(UPVC) ( FENESTA / NCL VEKA LTD.) Three Track - Three Panel sliding window– 60- Series duly manufactured using UPVC reinforced profiles of 108mm x 45 mm x 2.5 mm for outer frames and Window Sash of 39 mm x 58 mm x 2.5 mm capable of mounting single glazing system, structurally reinforced with hot dip galvanised up to 50 microns of minimum thickness of 1.5 mm prefabricated & welded through fusion welding the window frame shall be fitted with 6 mm thick clear toughened glass of SAINT-GOBAIN make duly fixed with EPDM weathering seal resistant and the system is to be installed using Reinforced Large Coupler at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges, materials and product conforming to ASTM D 638-14,EN-477-95 and other applicable codes and standards |
| 63 | Supplying and fitting-fixing of Un-plasticised Poly Vinyl Chloride (UPVC) ( FENESTA / NCL VEKA LTD.) Ventilator/ Top Hung – 60- Series duly manufactured using UPVC reinforced profiles of 60 mm x 55 mmx2.5 mm for outer frames, 75 mm x 60 mm x 2.25 mm for casement Window Sash Profile capable of mounting single glazing system, structurally reinforced with hot dip galvanised up to 50 microns of minimum thickness of 1.5 mm prefabricated & welded through fusion welding the window sash shall be fitted with 6 mm thick clear toughened glass of SAINT-GOBAIN make duly fixed with EPDM weathering seal resistant accessories like clipping locking system made of aluminium 1 No., per set of sashes and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges, materials and product conforming to ASTM D 638-14,EN-477-95 and other applicable codes and standards.------ (V)forming to ASTM D 638-14,EN-477-95 and other applicable codes and standards |
| 64 | Supplying, fitting , fixing of Industrial Vitrified tiles of Approved grade in floors tread or steps and landing on 20 mm thick bed of cement mortar 1:4(1cement: 4 Sand ) jointed with neat cement slurry mixed with pigments to match the shades or the tiles including rubbing and polishing etc.,complete as per direction of Engineer-in-charge. |
| 65 | Supplying, fitting and fixing vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 15622-2006 (Group-B) of size 600mm x 600mm Color / Printed series (Homogenous) of approved make (JOHNSON /OASIS / SOMANY/ KAJARIA or equivalent ) in floors on 20mm thick bed of C.M. (1:4) (1cement:4course sand) and filling the joint with white cement mixed with pigment to match the shades of the tile including cost of all materials, taxes, labour, labour cess, T&P etc. required for the work complete in all respect as directed by the Engineer in charge. |
| 66 | Ground Floor |
| 67 | First Floor |
| 68 | Providing and fixing Homogeneous vitrified tiles in dados, skirting and rises of steps /walls on/over 12mm th cement plaster (1:3) (1cement:3sand) joined with neat cement slurry mixed with pigment to match the shade of tiles, rubbing, polishing including cost of tiles, conveyance, taxes & labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge |
| 69 | Ground Floor |
| 70 | First Floor |
| 71 | Providing & Fixing ceramic tiles in floors,treads and landings on 25mm thick bed of cement mortar (1:1) joined with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing including rubbing polishing complete with cost, conveyance, cess royaltieis of all materials with labour (T&P) etc., complete and as per direction of Engineer-in-charge. |
| 72 | Providing and fixing 20 mm thick Granite stone floor Tiles above 0.40 sqm size (sample of Granite stone should be approved by EIC) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge & Grooving etc. laid over 20mm thick bed of cement mortar 1:1 (1 cement: 1 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights. |
| 73 | Providing and fixing 20mm thick Granite stone Tiles in dados /Skirting/Wall (sample of Granite stone should be approved by EIC) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge & Grooving etc. laid over 20mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights. |
| 74 | Ground Floor |
| 75 | First Floor |
| 76 | Finishing wall surface of wall with wall putty (Water based) of approved make and finished smooth and even surface to receive paiting including cost of scaffulding stsging changes with cost of all materials labour etc complete in all respect as per direction of Engineer In Charge. |
| 77 | Painting 2(Two) coats with any approved Plastic Emulsion paint to wall surface after cleaning the surface including cost of P.E Paint Cost,Coneyance, of all materials and labour with T&P required for the work etc. comple te in all floors complete in all respects as per the direction of engineer incharge. |
| 78 | Ground Floor |
| 79 | First Floor |
| 80 | Second Floor |
| 81 | Finishing wall surface with Weather Coat two coats with any approved shade over a coat of primer including cost, conveyance, , cess and royalties of all materials with labour and T&P required for the work etc., complete in all respect as per direction of Engineer In Charge. |
| 82 | Ground Floor |
| 83 | First Floor |
| 84 | Terrace Floor |
| 85 | Painting two coats of Synthetic enamel paint to Iron/Wood work over a coat of primer with cost, conveyance, taxes of all materials and labour with T&P required for the work etc.complete in all respect as per direction of Engineer in charge. |
| 86 | Ground Floor |
| 87 | First Floor |
| 88 | Terrace Floor |
| 89 | Supplying, fitting, fixing of, M.S Grill for (MS Door, MS GATE ,M.S grill ,, MS Square Bar Spike to openings,tubular trusses and collapsible gate ) of approved specification and of approved size, materials and design with a coat of primer including painting two coats over a coat of redoxide primer with cost and conveyance of all materials, labour, royality, etc. complete in all respect and as per direction of Engineer-in-charge. |
| 90 | Supplying, fitting, fixing of Stainless steel of 304 Grade in hand railing using 50mm dia of 2mm thick circular pipe with balustrade of size 32mmX32mmX2mm @ 0.90mt.c/c & stainless square pipe bracing of size 32mmX32mmX2mm in 3 rows in stair case as per approved design & specification, buffing, polishing etc with cost,conveyance,, labour,T&P etc. required for the work complete in all respect in all floors as per direction of Engineer-in-Charge. |
| 91 | 2.5 cm.(1'') thick grading concrete(1:2:2) over roof slab after chipping and cleaning the surfaces by wire brushing, laid to proper slope finished smooth including watering, curing, cost, conveyance of all materials such as 6mm size black hard granite crusher broken chips, sand, cement etc. and labour with T& P required for the work with all taxes and royalities etc. complete in all respect as per direction of Engineer in charge. |
| 92 | Terrace Floor |
| 93 | EI Works |
| 94 | INTERNAL WIRING. |
| 95 | Recessed wiring to Light points/fan points/ Exhaust fan/ Call bell in 20mm dia non-metalic flexible Polythine conduit, confir-ming to IS-6946/1973 with 1.5mm² 1.1KV in-sulated, S.C. multistrand HR FR copper wire of ISI marked, confirming to IS-694/1990 and earth continuity in 1.5mm² S/C. Multistrand Cu. wire with Modular switch board of size 150 mm x 200mm x 62mm made of 1.22mm thick G.I. Modular Box including provn. of earth screw, painted with one coat of DA grey enamel paint confirming to IS-5133 Part-I 1969 with 3mm thick Modular front cover fixed with steel screw including supply and fixing of 5A.,250V.,Modular switch of Anchor/L&T/Legrand make, confirming to IS-3854/1997 and ceiling rose of ISI marked confirming to IS-371/1999 mounted on C.I. circular box having front Modular cover complete with all accessories and connections. as per direction of Engineer-in-charge. (Make of wire-Finolex/ Anchor/ Havels/V-guard/Polycab/KEI) |
| 96 | GROUND FLOOR: |
| 97 | Group-A |
| 98 | Group-B |
| 99 | Group-C |
| 100 | FIRST FLOOR: |
| 101 | Group-A |
| 102 | Group-B |
| 103 | Group-C |
| 104 | Recessed wiring to 5/6Amps.socket outlet with 2x1.5mm² F.R. PVC Insulated single core multi-strand copper conductor of ISI marked in with 20mm dia non-metalic PVC flexible conduit with 6A. 250V.Modular switch of ISI marked, phenolic laminated sheet suitable size ISI marked Modular box and earthing point with 1x1.5mm2 F.R.PVC insulated single core multistrand copper conductor for loop earthing etc. (Make of wire- Finolex/Anchor/Havels/V-guard/Polycab) |
| 105 | GROUND FLOOR: |
| 106 | Group-A |
| 107 | b) On Existing board. |
| 108 | FIRST FLOOR: |
| 109 | Group-A |
| 110 | b) On Existing board. |
| 111 | Supplying and fixing of metal box of 180x100x60mm deep (nominal size) on surface or in recess with suitable size of phenolic Modular sheet cover in front including providing and fixing of 3Pin 15/16Amps. modular Socket outlet and 15/16A. Modular switch, connection, painting etc. as required. (for light plugs to be used in non-residential buildings) |
| 112 | GROUND FLOOR: |
| 113 | FIRST FLOOR: |
| 114 | S/F. of 32A. D.P. MCB Protected plug & socket with plastic cover of Havels/L&T/ C&S make including all connections. |
| 115 | GROUND FLOOR: |
| 116 | FIRST FLOOR: |
| 117 | Supplying and fixing of Call Bell/Buzzer of ISI marked suitable for AC/DC of Single phase including connections etc. as required. |
| 118 | GROUND FLOOR: |
| 119 | FIRST FLOOR: |
| 120 | Supplying and fixing of Batten holder/B.K. Angle holder of ISI marked including connections etc. as required. |
| 121 | GROUND FLOOR: |
| 122 | FIRST FLOOR: |
| 123 | Recessed wiring to submain in following size of FR PVC insulated Single core multistrand copper conductor of ISI marked confirming to IS-694/1900 in 20mm dia non-metalic heavy duty flexible conduit 1.5mm thick alongwith FR PVC insulated S.C.multistrand copper conductor as earth wire as required. (Make of wire-Finolex/ Anchor/Havels/Polycab) |
| 124 | GROUND FLOOR: |
| 125 | a) 1x1.5mm² for Inverter wiring. |
| 126 | b) 2x1.5mm² +1x1.5mm² |
| 127 | c) 2x2.5mm² + 1x1.5mm² |
| 128 | d) 2x4mm² + 1x1.5mm² |
| 129 | e) 4x10mm² + 2x2.5mm² |
| 130 | FIRST FLOOR: |
| 131 | a) 1x1.5mm² for Inverter wiring. |
| 132 | b) 2x1.5mm² +1x1.5mm² |
| 133 | c) 2x2.5mm² + 1x1.5mm² |
| 134 | d) 2x4mm² + 1x1.5mm² |
| 135 | e) 2x6mm² + 1x2.5mm² |
| 136 | f) 4x10mm² + 2x2.5mm² |
| 137 | S/F. of 4Way (4+12) double door TPN D.Box with 1x63A.FP+ 3x32A.DP +6x6A-32A.SP MCB of Havels/C&S/Std./ L&T/ Legrand make including all connections. |
| 138 | GROUND FLOOR: |
| 139 | FIRST FLOOR: |
| 140 | S/F. of 6Way double door D.Box with 1x40A. DP + 4x6A.-32A. S.P.MCB of Havels/L&T/C&S/Legrand make. |
| 141 | FIRST FLOOR: |
| 142 | S/F. of 20Wt. LED Tube light fittings of Havels-LUMILINE NEO/Crompton-20Wt. Laser Ray make |
| 143 | GROUND FLOOR: |
| 144 | FIRST FLOOR: |
| 145 | S/F. of 48\\" 1200mm Orient-FALCON-White/Brown/Usha-1200MM STRIKER 1 STAR (Safety Wire & S3 / P2 Capacitor)/Havels-Efficiencia Neo BLDC/Efficiencia DX BLDC (5 Star)/C.G.-Energion H.S. BLDC fan (35Wt.)/Bajaj-Elegance Bianco make: |
| 146 | GROUND FLOOR: |
| 147 | FIRST FLOOR: |
| 148 | S/F. of 120W, 5 Step Fan Regulator.(2 M) Step type Electronic fan regulator of Cona/Anchor make. |
| 149 | GROUND FLOOR: |
| 150 | FIRST FLOOR: |
| 151 | S/F. of 300mm Vantilator/Exhaust fans of Orient-300 mm Spring Air/USHA Aeroclean 300MM Goodbye Oil and Dust Metal Exhaust Fan for Kitchen(Metallic Grey)/Havels-Ventil Air DSP /Crompton-Drift Air Plus make. |
| 152 | GROUND FLOOR: |
| 153 | FIRST FLOOR: |
| 154 | S/F. of 90Wt. LED Street light fittings of Havels-ENDURAPEARLPLUS/Bajaj-EDGE/C.G. make. |
| 155 | GROUND FLOOR: |
| 156 | S/F. of 45Wt. LED Street light fittings of Havels-ENDURAPEARLPLUS/Bajaj-EDGE/C.G. make. |
| 157 | GROUND FLOOR: |
| 158 | FIRST FLOOR: |
| 159 | S/F. OF 1.5Ton 5 Star DUAL Inverter Super Convertible 6-in-1 Cooling ADC Sensor HD Filter with Anti Virus protection with 100% Copper Tubes with Ocean Black Protection Split type A.C.Machine of LG make. |
| 160 | GROUND FLOOR: |
| 161 | Installation charges of Split type A.C.Machines. |
| 162 | GROUND FLOOR: |
| 163 | S/F. of 4KVA Stabilizer of V-guard/Autotake/Elpower make. |
| 164 | GROUND FLOOR: |
| 165 | S/F. of Angle frame for Outdoor unit of A.C.Machines. |
| 166 | GROUND FLOOR: |
| 167 | S/F. of 160A. Cubicle Outdoor Panel board made out of 16SWG C.R.C.A. Sheet with powder coats & following items. (Main-Panel to be fitted at Staircase) a) 160A. 25kA. 4Pole MCCB of L&T/Havels/C&S/Legrand make. 01 No. (b) 200A. Cu. Bus Bar complete:- 01 nos. (c) 63A. 25kA. 4Pole MCCB of L&T/Havels/C&S/Legrand make:-02 Nos.(d) 100A. 4Pole Cu.Bus Bar for 63A. MCCB :-01 No. (e) 63A. D.P. MCB of 5SL6, Betagard C-characteristics of Siemens make:- 04 nos. (e) Digital Volt meter, Ammeter, RYB indicators, CT Coils, Selector Switch etc.:- 01 Set. (f)) The panel board is to wired with suitable size of Cu. strips which are to be taped with different colours & Cu. F.R. wire of different colours. (g) The panel board is to fitted with MS frame on floor with C.C. work & M.S.nuts & bolts. |
| 168 | GROUND FLOOR: |
| 169 | S/F. of 63A. Cubicle Panel board made out of 16SWG C.R.C.A. Sheet with powder coats & following items.(Sub-Panel to be fitted at Staircase at 1st Floor) a) 63A. 25kA. 4Pole MCCB of L&T/Havels/C&S/Legrand make:-01 No. (b) 100A. Cu. Bus Bar complete:- 01 nos. (c) 100A. 4Pole MCB of L&T/Havels/C&S/Legrand make:-01 Nos. (d) 63A. D.P. MCB of 5SL6, Betagard C-characteristics of Siemens make:- 04 nos. (e) Digital Volt meter, Ammeter, RYB indicators, CT Coils, Selector Switch etc.:- 01 Set. (f)) The panel board is to wired with suitable size of Cu. strips which are to be taped with different colours & Cu. F.R. wire of different colours. (g) The panel board is to fitted with MS frame on floor with C.C. work & M.S.nuts & bolts. |
| 170 | FIRST FLOOR: |
| 171 | S/F. of Standard earthing confirming to IS-3043/1987 including S/F. of 38mm/40mm dia heavy duty G.I. pipe 3mtr long confirming to IS-1239/Part-I/1990. The pipe shall have 12mm dia perforated holes at 15cm interval centre to centre upto 2.5mtr height from the bottom to upper end threaded and fitted with 38mm/40mm dia G.I. flange with Provision of holes for making connections of earth continuity wire, complete with masonary works, for earth pit chamber and S/F. of C.I. hinged top cover 30x30x1cm size. |
| 172 | GROUND FLOOR: |
| 173 | FIRST FLOOR: |
| 174 | FIRE FIGHTING WORKS:- (a) Providing and Fixing of 4.5 Kgs. Capacity CO2 gas type ISI marked fire extinguisher (IS: 15683) fitted with high pressure 1 mtr. Long discharge hose & horn complete with refill gas, carrying handle and wall mounting bracket etc as required.Make-Safex/Fireshield/Ceasefire |
| 175 | S/F. OF 4x16mm² PVC Al.Armoured cable of ISI marked.(Make-Havels/Polycab) |
| 176 | Laying and fixing of one number of PVC insulated and PVC sheathed /XLPE power cable of 1.1KV grade of size not exceeding 25mm2 on surface as required. |
| 177 | S/F. OF 2500/2300VA U.P.S. of Microtek/Livfast/Luminus make. |
| 178 | GROUND FLOOR: |
| 179 | S/F. OF Tubular Battery of Exide-INV TUBULAR-IMTT1500/Livfast-MXSTT 1851 150AH 12V make. |
| 180 | GROUND FLOOR: |
| 181 | PH Works |
| 182 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes conforming to IS:15778, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge |
| 183 | 20mm dia C-PVC pipe SDR-11 |
| 184 | Ground Floor = |
| 185 | First Floor = |
| 186 | 25mm dia C-PVC pipe SDR-11 |
| 187 | Ground Floor = |
| 188 | First Floor = |
| 189 | 32mm dia C-PVC pipe SDR-11 |
| 190 | Ground Floor = |
| 191 | First Floor = |
| 192 | 40 mm dia C-PVC pipe SDR-11(Top Floor) |
| 193 | Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all joiniting materials including cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge. |
| 194 | 15mm dia CP angle stop cock (Jaquar)CON-CHR-059KN |
| 195 | 15mm dia CP Long Body Bib cock (Con-CHR-107KN Jaquar make) |
| 196 | 15mm dia CP two way bib cock (Jaquar)CON-041KN |
| 197 | 15mm dia CP Health faucet (Con-ALD-MCH-573 Jaquar make) |
| 198 | 20mm dia CP consealed stop cock(Con-CHR-083KN Jaquar make) |
| 199 | 25mm dia brass full way valve (Shakti make) |
| 200 | 32mm dia brass full way valve (Shakti make) |
| 201 | 40mm dia brass full way valve (Shakti make) |
| 202 | 15mm CP Extension piece |
| 203 | 125mm CP grating |
| 204 | 15mm size C.P. flange |
| 205 | Supplying all materials , labour, T&P and fixing rotational moulded polyethylene cylindrical vertical water storage tanks conforming to IS:12701/1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc. including hoisting upto a height of 5 metres above ground level and placing the tank to the required position and providing 5.40 mtr. lengthx0.25 mtr width KB brickwork in cement mortar (1:6) of 0.46m height in staging and 0.13mtr thick circular protection wall of 0.46mtr height to support the tank,12mm thick cement plaster in cement mortar (1:6) over brick work, RCC slab of size 1.60mX1.60m and 0.10m thick ,RCC beam of 0.25mx0.30m and 3.40m average length in cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips and required steel reinforcement including centering and shuttering,watering,curing ,cost of all materials,conveyance of all materials to worksite , payment of royalty, all taxes etc.all complete as per approved drawing , P.H. specification and direction of Engineer-in-charge |
| 206 | 2000 liters capacity PVC water storage tank roof of First Floor |
| 207 | supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking G.I. Pipes and fittings/ P.V.C. pipes and fittings including watering, curing, cost & conveyance of all materials to worksite, payment of royality, taxes etc. all complete as per direction of Engineer-in-charge. |
| 208 | Supplying all materials , labour, T&P and cutting holes in RCC floors and roofs upto 19cm thick for passing P.V.C pipes and G.I fittings etc. , and repairing the holes after insertion of pipe etc. with cement concrete (1:2:4) including finishing complete so as to make it leak-proof as per P.H. specification and direction of Engineer-in-charge |
| 209 | Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking G.I./P.V.C. pipes and making good the damages including watering , curing , cost & conveyance of all materials to worksite, payment of royality, taxes etc all complete as per direction of the Engineer-in-charge. |
| 210 | Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches , cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge. |
| 211 | 110mm U-PVC SWR Pipe (Ori Plast/Finolex/Supreme Make Type-B) |
| 212 | 110mm U-PVC ‘P’ Trap(Ori Plast/Finolex/Supreme Make) |
| 213 | 110mm U-PVC door bend(Ori Plast/Finolex/Supreme Make) |
| 214 | 110mm U-PVC offset without ear(Ori Plast/Finolex/Supreme Make) |
| 215 | 110mm U-PVC Plain bend(Ori Plast/Finolex/Supreme Make) |
| 216 | 110mm U-PVC Cowl(Ori Plast/Finolex/Supreme Make) |
| 217 | 110mm U-PVC S/Jn door(Ori Plast/Finolex/Supreme Make) |
| 218 | 110mm U-PVC Plain tee(Ori Plast/Finolex/Supreme Make) |
| 219 | 110mm U-PVC Door tee(Ori Plast/Finolex/Supreme Make) |
| 220 | 110mm U-PVC Socket(Ori Plast/Finolex/Supreme Make) |
| 221 | Supplying all materials, labour, T&P and fixing vitreous china water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) duly embedded in cement concrete (1:5:10) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrest, fixing 100mm dia HCI 'p' or 's' trap (with/without 50mm dia horn) for water colset squatting pan including jointing the trap with pan in cement mortar (1:1) cutting the floor and mending good the damages , cost & conveyance of all materials to worksite, payment of royality , taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge. |
| 222 | One piece commod(Hindware)ELEMENT Cat No.92084. |
| 223 | EWC(Matrix set)No.70002(P-18) |
| 224 | Supplying all materials, labour, T&P and fixing vitreous china water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) duly embedded in cement concrete (1:5:10) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrest, fixing 100mm dia HCI 'p' or 's' trap (with/without 50mm dia horn) for water colset squatting pan including jointing the trap with pan in cement mortar (1:1) cutting the floor and mending good the damages , cost & conveyance of all materials to worksite, payment of royality , taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge. |
| 225 | 580mm size Orissa pan (Hindware/Parryware/Neycer make) |
| 226 | Supplying all materials, labour T&P and and fixing 12.50 liters/10 liters capacity low level flushing cistern with a pair of cast iron or M.S. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float CP brass handle,unions and couplings for connection with inlet, outlet and overflow pipes, 32mm dia CP long flush bend, 15mm dia pvc inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connceting the inlet pipe with suupply main , cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge |
| 227 | 10 ltr. Capacity pvc L.L. cistern with 32mm. Dia CP long flush bend ( Slimline-white-Parryware make ) |
| 228 | Supplying all materials, labour T&P and fixing wash basins with hole for pillar taps with cast iron or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing pedestal for wash basin recessed at the back for the reception of pipes and fittings, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing pillar taps capstan head screw down high pressure lettered 'Hot' and 'Cold' with long screws, shanks and back nuts of 15mm dia nominal bore, fixing 15mm dia PVC inlet connection pipe and making connection with pillar cocks and supply mains for wash basin, fixing 32mm dia CP brass waste, cost & conveyance of all materials to worksite, payment of taxes etc. all complete as perP.H specification and direction of the Engineer-in-charge |
| 229 | 550mmx400mm W.H.basin (Hindware/Parryware/Neycer make)with 15mm dia C.P.pillar cock (Plaza make) with pedestal |
| 230 | Supplying all materials, labour, T&P and fixing standard sized CP towel rail complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge |
| 231 | 25mm x 600mm long CP towel rail |
| 232 | CP towel Ring |
| 233 | Supplying all materials, labour, T&P and fixing CP soap holder complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge |
| 234 | CP soap holder |
| 235 | Supplying all materials, labour, T&P and fixing standard sized glass-shelf with CP brass brackets and guard rail complete fixed to wooden plugs with CP screws as per specification and direction of Engineer in charge. |
| 236 | 600 x 125mm plate glass shelf with CP guard rails |
| 237 | Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm.thick A.C. sheet or ply wood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of Engineer in charge. |
| 238 | 600mmx450mm size B.E mirror (swivelled type) |
| 239 | Supplying all materials labor T&P & Fitting & fixing CP shower with rim with supply of red lead and yarn nail complete as per direction of Engineer in charge. |
| 240 | 15mm CP revolving shower with arm (Plaza) |
| 241 | Supplying all materials,labour,T&P and fixing Flat back lipped wall (Mini stall urinal -630mmx180mm) urinal of the following sizes including connecting the urinal with 32mm. dia pvc waste pipe 910mm. long by means of white lead mixed with chopped hemp, fixing 32mm. dia CP dome waste, 15mm. dia CP spreader including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc. all complete as per specification and direction of the Engineer in charge stall urinal |
| 242 | Supplying all materials , labour, T&P and cutting holes through existing brick or laterite masonry wall for taking U-PVC pipes and fittings including making good the damages etc. all complete as per P.H. specification and direction of Engineer-in-charge |
| 243 | Supplying all materials , labour, T&P and cutting of RCC chajja for taking HCI or U-PVC pipe and fittings including making good the damages etc. all complete as per P.H. specification and direction of Engineer-in-charge |
| 244 | Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge |
| 245 | Ground Floor = |
| 246 | First Floor = |
| 247 | Supplying all materials, labour, T&P and providing and fixing ceramic tiles in floors, treads or steps and landing on 25mm thick bed of cement mortar (1:1) ( 1 cement : 1 sand ) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including watering, curing,cost of all materials, conveyance of all materials to work site , payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge ( ceramic floor tiles of premium grade having thickness 7mm to 8mm conforming to IS 13755 of size 40cmx40cm special printed series to be pre-approved by the Engineer-in-charge ) |
| 248 | Ceramic tile 60cmx60cm Kajaria/Somany/Johnson premium |
| 249 | Ground Floor = |
| 250 | First Floor = |
| 251 | Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:4) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge. |
| 252 | Ground Floor = |
| 253 | First Floor = |
| 254 | Supplying all materials, labour, T&P and providing and fixing porcelain glazed tiles in dado skirting on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including watering, curing,cost of all materials, conveyance of all materials to work site , payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge( ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm conforming to IS 13753 of size 25cmx33cm special plain / printed series to be pre-approved by the Engineer-in-charge ) |
| 255 | Glazed tile 60cmx30cm Kajaria/Somany/Johnson premium |
| 256 | Ground Floor = |
| 257 | First Floor = |
| 258 | Factory made single leaf Solid WPC (Wood polymer) composite door shutter of 25mm thickcompacted with wood grain finish structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters Conforming to relevant I.S.specification. The finish of door shutter will be plain colour white/ Ivory/ Beige/ Light grey/ Mahogany/ Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter. |
| 259 | Factory made Solid WPC door frame of size 95mmx55mm fabricated .The door frame consist of four segments which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The WPC frame shall be provided with The material and process for manufacturing the door frames shall conform to Relavent I.S.specification. The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification and direction of the Engineer in charge |
| 260 | Providing fitting, fixing of Aluminium door with anodized AL. door section of 9202 as vertical member,9201 as top and 9200 as middle bottom member with frame section No. 9221 and tapered clip no. 4660 and the frame to be completed by means of jointing angle No. 1855 Including all Cost of Labour. T&P hire charges of drilling machine. labour charges etc. complete. Ref : OBI10 |
| 261 | Supplying all materials, labour, T&P and providing fitting and fixing (Aqua guard) pure chill 80 PSS UV of size 750 x 570 x 1350mm hight with water storage capacity 80 liter's along with 2 noa of faucets 1 for cold water and 1 for normal water including a flow of 1.5 ltr per munite etc all complete as per approved drawing , specification and direction of the Engineer in charge |
| 262 | Aqua guard pure Chill 80 PSS UV |
| 263 | Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized P.V.C. pipe conforming to IS 4985/2000 of the following out side dia for class- 3 (0.60mpa ) including jointing with supply of approved solvent cement by non-heat application method/as per manufacture's specification, provoding and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the type C-1 standard bedding surrounding or encasing including concrete for bedding and curing etc all complete as per P.H. specification and direction of the Engineer in charge |
| 264 | 110mm dia u-pvc pipe alround concrete |
| 265 | Supplying all materials ,labour ,T&P and constructing Inspection Chamber of inside size 760mmx760mmx460mm with cement concrete (1:3:6) using 40mm size crusher broken hard black granite metal on bed , KB brick work in cement mortar (1:6) in foundation and plinth, moulding and shaping the channel inside and benching with cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips, 12mm thick cement plaster (1:3) with cement punning to inside, cement flush pointing (1:3) to outside, R.C.C cover slab (1:2:4) using 12mm size crusher broken hard black granite chips with R.C.C man hole cover, earth work in excavation in all kinds of soil and refilling the cavity around the chamber including watering,curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc.all complete as per approved drawing, P.H specification and direction of Engineer-in-charge |
| 266 | Inside size 76cmx76cmx46cm with 18” dia RCC MH cover |
| 267 | Supplying all materials labor T&P and constructing MH chamber of sizes earth work in excavation in all kinds of soil CC(1:1:8) with black granite chips size 46mm brick work with K.B. brick having crossing strength not less than 75 Kg /CM2 to 90 Kg/CM2s in CM(1:6)12mm C.P(1:8) inside MH chamber over benching with cement slush pointing (1:3)outside the MH chamber providing painting MS or CI step iron RCC(roof of slab with CC(1:2:4)with black granite chips size 12mm bending binding tying the grills placing of the reinforcement providing RCC color of required size refilling the cavity around the MH chamber with excavated earth including channeling the bed of MH etc all complete as per PH specification. |
| 268 | MH size 0.91m x 0.91 m with 0.45 m (18” dia RCC Cover ) |
| 269 | Supplying all materials labour T&P and constructing 1.40m dia x 2.00 m deep soak way pit with dry brick having crossing strength not less than 75Kg/CM2 to 99Kg/CM2 in CM(1:6) for the remaining 0.4572mm height of wall at top CC(1:3)inside and outside inside fill with dry brick khoa size 38mm ,CM thick RCC perforated slab to a height of 1.9012m from bottom covered by means of 50mmthick RCC wall cover in pieces filled with iron plugs including earth work in excavation refilling of cavity around the pit and painting the iron works complete as per PHD design and specification including carriage of all materials to site. |
| 270 | 1 no 30 Users Septic Tank |
| 271 | Earth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge. |
| 272 | Earth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge with 1st extra lift of 1.50 m over initial laft. |
| 273 | Supplying all materials labor T&P filling sand in foundation and plinth with well watered and rammed etc all complete as per direction of Engineer-in-charge. |
| 274 | Supplying all materials, labor T&P providing CC (1:3:6) with 4 cm HG metal including watering curing lead of all materials to site etc. complete. |
| 275 | Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge. |
| 276 | Supplying all materials, labour, T&P and providing cement concrete (1:1½:3) with 12mm size crusher broken hard black granite chips for RCC works including hoisting, laying, watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc. all complete as per PWD specification and direction of the Engineer in charge. |
| 277 | Supplying all materials, labour, T&P and providing steel reinforcement of Fe-415 /Fe-500 grade for RCC work including cutting,bending,binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge,cost of steel, conveyance of all materials to worksite, payment of royalty,all taxes etc all complete as per PWD specification and direction of the Engineer-in-charge. |
| 278 | Supplying all materials, labour, T&P and providing rigid & smooth centering and shuttering for RCC works including false work and dismantling them after casting including conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per specification and direction of the Engineer-in-charge |
| 279 | RCC floor, roof slab chhaja up to 4.430 m height |
| 280 | Supplying all materials.labour.T&P and providing brick work in foundation and plinth with 23cmx11cmx8cm size Fly Ash bricks having curshing strength not less than 75 kg/sqcm with dimensional tolerance+ 8% in cement mortar ( 1:6 ) including watering,curing,cost of all materials,conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer in charge. |
| 281 | Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:3) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge. |
| 282 | Supplying all materials,labour,T&P and providing 16mm thick cement plaster(1:6) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge. |
| 283 | Supplying all materials, labour, T&P and providing cement punning including watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc. all complete as per specification and direction of the Engineer-in-charge |
| 284 | Supplying all labor T&P & filling foundation and plinth with excavated materials well watered & rammed etc. all complete as per direction of EIC. |
| 285 | 14,000 ltr capacity R.C.C. Under ground sump of in side size (2.80m x 2.80m x 2.0m) |
| 286 | Earth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge. |
| 287 | Earth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge with 1st extra lift of 1.50 m over initial laft. |
| 288 | Supplying all labor T&P & filling foundation and plinth with excavated materials well watered & rammed etc. all complete as per direction of EIC. |
| 289 | Supplying all materials labour T&P filling sand in foundation and plinth with well watered and rammed etc. all complate. As per direction of EIC. |
| 290 | Supplying all materials, labour, T&P and providing cement concrete ( 1:3:6 ) with 40mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge. |
| 291 | Supplying all materials, labour, T&P and providing cement concrete (1:1½:3) with 12mm size crusher broken hard black granite chips for RCC works including hoisting, laying, watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc. all complete as per PWD specification and direction of the Engineer in charge. |
| 292 | Supplying all materials, labour, T&P and providing steel reinforcement of Fe-415 /Fe-500 grade for RCC work including cutting,bending,binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge,cost of steel, conveyance of all materials to worksite, payment of royalty,all taxes etc all complete as per PWD specification and direction of the Engineer-in-charge. |
| 293 | Supplying all materials, labour, T&P and providing rigid & smooth centering and shuttering for RCC works including false work and dismantling them after casting including conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per specification and direction of the Engineer-in-charge |
| 294 | RCC floor, roof slab chhaja up to 4.430 m height |
| 295 | Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:3) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge. |
| 296 | Supplying all materials, labour, T&P and providing cement punning including watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc. all complete as per specification and direction of the Engineer-in-charge |
| 297 | Construction of 1nos production wells including scientific source finding through consolidated and unconsolidated rock with down the hammer drilling rig or combination rig with PVC pipe and installation of submersible pump set with all acessories |
| 298 | Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/ P.V.C/ M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well), 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore only |
| 299 | Drilling of 200mm dia bore |
| 300 | 00 mtr to 30mtr |
| 301 | 31 mtr to 48mtr |
| 302 | Drilling of 150mm dia bore |
| 303 | 49 mtr to above |
| 304 | Lowering the following size of G.I/P.V.C/M.S housing pipes with or without slotted pipes as per the necessity from ground level up to 45.00m depth and fitted and fixed up in perfectly vertical position including cutting and threading of pipes and slotted pipes and supplying and fixing all jointing materials, tools and plant etc all complete and keeping the top of casing pipe threaded including plugging tube wells to prevent entry of foreign materials. |
| 305 | Lowering of 200mm dia P.V.C casing pipes |
| 306 | 00 mtr to 30 mtrs |
| 307 | Supplying polyvinyl chloride pipes as per ASTM-D-1785-89 having threads in accordance with DIN 2999 part-1/DIN-42225 part-II specification length of pipe (laying length) will be 3 mtrs. The pipes shall be supplied with both external and threaded with free socket. The pipe having external thread at one end i.e female and or belled end. The female end having internal thread is to be belled in order to accept the male end while jointing pipes with a bore threading shall be provided with a greave at the roof of the male thread accomodate flexible PVC/Rubber 'O' ring to make the joint water tight colour of the pipe shall be blue. The name of the manufacture along with batch No class of pipe shall be stranded legibly of each pipe length. |
| 308 | 200mm dia PVC (sch-80) pipe |
| 309 | Supplying all materials, labour, T&P and providing and providing sanitary sealing by cement concrete grouting of annular space around GI/PVC/MS housing pipe upto 5m below ground level (as per drawing) to plug the bore hole excluding cost of cement all complete as per direction of the Engineer in charge. Minimum one metre of casing pipe to be inserted in the bore into the rock at the bottom to ensure sanitary sealing (excluding cost of cement which will be supplied directly by the department) |
| 310 | Cleaning and developing the tube well with supply of compressor worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per direction of the Engineer in charge |
| 311 | By DTH Rig |
| 312 | Supplying all materials, equipment, labour & conducting reconnaissance survey, integrated Hydrological and Geophysical (Electrical Resistivity Method) survey & selection of potential source for exploration of Ground Water including selection and recommendation of site for drilling wells in selected locations in any part of Orissa under the following Geological formation: |
| 313 | Rocky terrain with boulder formation for 300m depth |
| 314 | Supplying all materials, labour, T&P and providing, fitting and fixing submersible pump with squirrel cage induction type submersible type submersible electric motor to run on 3 phase/1 phase line voltage ranging from 320 volt to 450 volt conforming to IS: 8034/89 with following specifications with suitable control panel, jointing with GI/PVC/HDPE pipes, electrification, testing, commissioning, trial running, conveyance of all materials to worksite, payment of taxes etc all complete as per specification and direction of the Engineer in charge (Texmo/Crompton Greaves/Kirloskar make) |
| 315 | 1 H.P. Single phase/ three phase 3 stage head renge of 20 to 35 mtr with discharge capasity 145 to 110 L.P.M With outlet dia 25 mm (keeping 100% standby) |
| 316 | DOL Control panel |
| 317 | 40mm dia steel short piece |
| 318 | Well cap |
| 319 | 50mm size CI bracket |
| 320 | 2.50sqmm flat cable |
| 321 | 20mm dia rigid UPVC pipes |
| 322 | Steel rope with cover |
| 323 | Labour charges for lowering including transportation |
| 324 | Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor HDPE pipes and pipe fittings conforming to IS: 4984/2000 (10kgf/sqcm) of the following nominal bore with clamps and jointing by Fusion welding method including testing, making good the wall, ceiling and floor all complete as per specification and direction of the Engineer in charge |
| 325 | 32mm HDPE pipes (Finolex/Supreme make) Please Enable Macros to View BoQ information |
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