Rural Engineering Department has published Tender For Construction Of 16 Capacity Hostels/ Barracks And 1 Discussion Room In Police Station Mahmoodabad Of Sitapur District Lot No 1. Submission Date for this Tender is 01-08-2023. Barrack Tenders in sitapur Uttarakhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Work |
| 2 | 1-Clearing jungles including uprooting of rank vegetation, grass, blush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. As per PWD-2.31 |
| 3 | 2-Earth work in surface excavation 30cm& Avobein depth but exceeding 1.5m in width as well as 10sqm on plan i/c getting out and disposal of excavated earthlift up to 1.50 m and lead up to 50.00 m etc. all complete as per PWD-2.6.1 |
| 4 | 3-Providing and injecting chemical for pre constructional anti- termite treatment and creating and chemical barrier under and arround the column pits wall trenches basement excavation top surfaceif plinth filling junction of wall and floor. The rate of application of chemical emulision 5 liters per sqm. as per PWD-2.35.3 |
| 5 | 4-Sand filling in plinth under floor including watering and ramming and also including lift up to 1.50m and lead 50 m as per PWD-2.27 |
| 6 | 5-Providing and laying in cement concrete 1:4:8 (1 cement:4 coarse sand:8 stoneballast 40 mm size) and curing complete. As per PWD-4.1.8 |
| 7 | 6-Earth filling available excavated earth (excluding rock)in tranches, plinth,sides of foundation etc. in layars nat exceeding 20cm in depth , consolidating each deposited layer by ramming and watering,lead up to 50 m and lift upto 1.5 m i/call DSR No-2.25 with 5.0 km cartage. |
| 8 | 7-Brick work wthi common burnt clay (non modular) bricks of class -150 in foundation and plinth with(1:4) cement and C/ sand mortar i/c allas per DSR No-6.1.1 |
| 9 | 8-Brick work wthi common burnt clay (non modular) bricks of class -150 in foundation and plinth with(1:6) cement and C/ sand mortar i/c allas per DSR No-6.1.2 |
| 10 | 9-R.C.C. work in 1:1.5:3 with Cement, C/s sand and 20mm gauge stone grit incolumn footing. As per PWD-5.1.2 |
| 11 | 10-R.C.C. work in 1:1.5:3 with Cement, C/s sand and 20mm gauge stone grit incolumn & T beam upto floor V level. As per PWD-5.2.2 |
| 12 | 11-R.C.C. work in 1:1.5:3 with Cement, C/s sand and 20mm gauge stone grit incolumn & T beam upto floor V level. As per PWD-5.3 |
| 13 | 12-R.C.C. work in 1:1.5:3 with Cement, C/s sand and 20mm gauge stone grit inslabsupto floor V level. As per PWD-5.3 |
| 14 | 13-R.C.C. work in 1:1.5:3 work Cement, C/sand and 20mm gauge stone grit in lintel & sunshadesupto floor V level. As per PWD-5.3 |
| 15 | 14-M.S. or iron work in plan work such asR.C.C. work including cutting and bending etc. as per D.A.R. NO-5.22.6+Ch.no-1 item no-13 a |
| 16 | 15-M-150 Class Brick work in 1:4 work cement and c/sand mortar in super structure in half brick thick wallupto floor V level. As per PWD-6.4.1 |
| 17 | 16-M-150 Class Brick work in 1:6 work cement and C/sand mortar in super structure in one brick thick wallupto floor V level. As per PWD-6.4.2 |
| 18 | 17-Supply and fixing Angle Iron chaukhat (40x40x5 mm) . As per PWD-10.31 |
| 19 | 18-P&F of M.S. hand rail of approved size by welding etc to steel ladder railing, balcony railing, staircase railing and similar works including appying priming coat of approved steel primer.As per PWD- 10.26.1 |
| 20 | 19-Fixing of Steel or woodenDoor chaukhat (above 1.5sqm and upto3.00 sqm) in position etc as per NBO 11.14(a) (As per SOR 01.07.2014 Barabanki ) Less 4% Vat (83.75-4%=80.40) |
| 21 | 20-Fixing of Steel or woodenWindow chaukhat upto1.50 sqm) in position etc as per NBO 11.14(b) (As per SOR 01.07.2014 Barabanki ) Less 4% Vat Less 4% Vat (67-4%=64.32) |
| 22 | 21-Fixing of Steel or woodenVentilator chaukhat in position etc as per NBO 11.14(c) (As per SOR 01.07.2014 Barabanki ) Less 4% Vat Less 4% Vat (40-4%=38.40) |
| 23 | 22-S/F of flush doors commercial quality conforming to I.S. 2202 Part 1 (1983) including fixing of hings with necessary screws complete (35 mm thick). As per PWD-9.21.1 |
| 24 | 23-Providing & fixing oxidized M.S. sliding door bolts ISI marked with nuts and screws etc complete (300mm x 16mm). As per PWD-9.62.1 |
| 25 | 24-Providing & fixing oxidized M.S. tower bolts ISI marked with nuts and screws etc complete (300mm x 10mm). As per PWD-9.63.1 |
| 26 | 25-Providing & fixing oxidized M.S. Door Handle ISI marked with nuts and screws etc complete (125mm). As per PWD-9.66.1 |
| 27 | 26-Providing & fixing oxidized M.S. Pressed butt hinges bright finishedISI marked with nuts and screws etc complete (125x65x2.12mm). As per PWD-9.55.1 |
| 28 | 27-Providing 40x5mm flat iron hold fast 40cm long i/c fixing to frame with 10mm diameter bolts ,nuts and wooden plugs and embedding in c.c. block 30x10x15 mm in 1:3:6 ratio as per D.A.R. NO-9.53 |
| 29 | 28-P/Lin position inC.C specified grade excluding the cost of centering, shuttering ,finishing and reinforcement ( 1:1.5:3)with cement , coarse sand and 20mm gauge stone ballast i/c all as per DSR No- 4.1.2 |
| 30 | 29-Supply an fixing glass panes of 4mmthick glass equuivelent ISI mark quality putty brades and springs andi/c all comp. As per PWD-10.30.1 |
| 31 | 30-15 mm thick cement, sand plaster in 1:4 cement & C/sand mortar as per PWD-13.5.1 |
| 32 | 31-12 mm thick cement, sand plaster in 1:6 cement & C/sand mortar as per PWD-13.4.2 |
| 33 | 32-15 mm thick cement, sand plaster in 1:6 cement & C/sand mortar as per PWD-13.5.2 |
| 34 | 33-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 all colours,shades except burgudy, bottle green, black of any size as approved by engineer in charge in skerting,risers of steps and dados over12 mm thickbed of cement mortor 1:3 (1 Cement : 3 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. As per PWD-11.37(A) |
| 35 | 34-Providing and laying rectified 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 @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. As per PWD-11.40 |
| 36 | 35-Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm. As per PWD-11.41.2 |
| 37 | 36-Kota stone slab flooring over 20 mm (Average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement:4 coarse sand).25 mm thick. As per PWD S.O.R. Ch-14, Sl-7, DSR-11.26.1 |
| 38 | 37-Providing and Applying white cement based putty average thickness of 1 mm of approved brand over the plasterd wall surface.as per DSR-13.80 |
| 39 | 38-Painting two coats on steel or other metal surfaceincl. material,labour and T&P etc. required for proper completion of work, as per PWD-642 |
| 40 | 39-Supply an fixing Granite slab 18 mm thick with 1:4 cement, sand mortar. As per PWD-8.2.1.2 |
| 41 | 40-25 mm C.C. flooring in 1:2:4 cement, C/sand and 12.50 mm gauge stone grit, laid over base concrete and finished with floating coat of neat cement(base concrete to be paid seprately) incl. fixing of glass strips( excluding cost of glass strips) As per PWD-601 (2020) |
| 42 | 41-Supply and fixingglass strips 22 mm wide 2.8 to 3.7 mmthick as per LKO sor |
| 43 | 42-Engraving Lines in the plaster of outer face wall vertically and horizontally to display the surface as stone facing as directed by the E/I including all labour and T&P etc. required for proper completion of the work.As per PWD-598 (2020) |
| 44 | 43-Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). As per PWD-13.47.1 |
| 45 | 44-Finishing walls with oil bond distemper of approved make three coat quality of required shade etc comp. As per PWD-649+650. |
| 46 | 45-S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16 SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work.as per elc.sor no-1149 |
| 47 | 46-Providing and laying water proofing treatment in sunken portion of W.C., Bathrooms etc. by applying cement slurry mixed with water proofing cement compound consisting of applying : |
| 48 | (a)-First layer of cement slurry@ 0.488 kg/sqm. Mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. |
| 49 | (b)-Second layer of cement slurry@ 0.242 kg/sqm. Mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The Rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonary with polymer mixed slurry. As per PWD S.O.R. CH-22,SL-1 |
| 50 | 47-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: 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.(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(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-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. 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 Engineerin- Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm. As per PWD Ch-22, 22.7.1 |
| 51 | 48-Centering & shuttering including strutting, propping etc. and removal of form forAs per PWD Ch-5D.A.R.-5.9.1 |
| 52 | 49-Centering & shuttering including strutting, propping etc. and removal of form forAs perPWD Ch-5D.A.R.-5.9.6 |
| 53 | 50-Centering & shuttering including strutting, propping etc. and removal of form forAs perPWD Ch-5D.A.R.-5.9.5 |
| 54 | 51-Centering & shuttering including strutting, propping etc. and removal of form forAs perPWD Ch-5D.A.R.-5.9.3 |
| 55 | Civil Work Vivechana Room- |
| 56 | 1-Clearing jungles including uprooting of rank vegetation, grass, blush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. As per PWD-2.31 |
| 57 | 2-Earth work in surface excavation 30cm& Avobein depth but exceeding 1.5m in width as well as 10sqm on plan i/c getting out and disposal of excavated earthlift up to 1.50 m and lead up to 50.00 m etc. all complete as per PWD-2.6.1 |
| 58 | 3-Providing and injecting chemical for pre constructional anti- termite treatment and creating and chemical barrier under and arround the column pits wall trenches basement excavation top surfaceif plinth filling junction of wall and floor. The rate of application of chemical emulision 5 liters per sqm. as per PWD-2.35.3 |
| 59 | 4-Sand filling in plinth under floor i/c watering and ramming i/c lift up to 1.50m and lead 50 m as per PWD-2.27 |
| 60 | 5-Providing and laying in cement concrete 1:4:8 (1 cement:4 coarse sand:8 stoneballast 40 mm size) and curing complete. As per PWD-4.1.8 |
| 61 | 6-Earth filling available excavated earth (excluding rock)in tranches, plinth,sides of foundation etc. in layars nat exceeding 20cm in depth , consolidating each deposited layer by ramming and watering,lead up to 50 m and lift upto 1.5 m i/call DSR No-2.25 with 5.0 km cartage. |
| 62 | 7-Brick work wthi common burnt clay (non modular) bricks of class -150 in foundation and plinth with(1:4) cement and C/ sand mortar i/c allas per DSR No-6.1.1 |
| 63 | 8-Brick work wthi common burnt clay (non modular) bricks of class -150 in foundation and plinth with(1:6) cement and C/ sand mortar i/c allas per DSR No-6.1.2 |
| 64 | 9-R.C.C. work in 1:1.5:3 with Cement, C/s sand and 20mm gauge stone grit incolumn footing. As per PWD-5.1.2 |
| 65 | 10-R.C.C. work in 1:1.5:3 with Cement, C/s sand and 20mm gauge stone grit incolumn & T beam upto floor V level. As per PWD-5.3 |
| 66 | 11-M.S. or iron work in plan work such asR.C.C. work including cutting and bending etc. as per D.A.R. NO-5.22.6+Ch.no-1 item no-13 a |
| 67 | 12-M-150 Class Brick work in 1:4 work cement and c/sand mortar in super structure in half brick thick wallupto floor V level. As per PWD-6.4.1 |
| 68 | 13-M-150 Class Brick work in 1:6 work cement and C/sand mortar in super structure in one brick thick wallupto floor V level. As per PWD-6.4.2 |
| 69 | 14-Supply and fixing Angle Iron chaukhat (40x40x5 mm) . As per PWD-10.31 |
| 70 | 15-P&F of M.S. hand rail of approved size by welding etc to steel ladder railing, balcony railing, staircase railing and similar works including appying priming coat of approved steel primer.As per PWD- 10.26.1 |
| 71 | 16-Fixing of Steel or woodenDoor chaukhat (above 1.5sqm and upto3.00 sqm) in position etc as per NBO 11.14(a) (As per SOR 01.07.2014 Barabanki ) Less 4% Vat (83.75-4%=80.40) |
| 72 | 17-Fixing of Steel or woodenWindow chaukhat upto1.50 sqm) in position etc as per NBO 11.14(b) (As per SOR 01.07.2014 Barabanki ) Less 4% Vat Less 4% Vat (67-4%=64.32) |
| 73 | 18-Fixing of Steel or woodenVentilator chaukhat in position etc as per NBO 11.14(c) (As per SOR 01.07.2014 Barabanki ) Less 4% Vat Less 4% Vat (40-4%=38.40) |
| 74 | 19-S/F of flush doors commercial quality conforming to I.S. 2202 Part 1 (1983) including fixing of woodencleats and stoppers and including fixing and adjustment of hings bolts locks handles springs fitting with necessary screws complete. As per PWD-9.21.1 -35 mm thick |
| 75 | 20-Providing & fixing oxidized M.S. sliding door bolts ISI marked with nuts and screws etc complete (300mm x 16mm). As per PWD-9.62.1 |
| 76 | 21-Providing & fixing oxidized M.S. tower bolts ISI marked with nuts and screws etc complete (300mm x 10mm). As per PWD-9.63 |
| 77 | 22-Providing & fixing oxidized M.S. Door Handle ISI marked with nuts and screws etc complete (125mm). As per PWD-9.66.1 |
| 78 | 23-Providing & fixing oxidized M.S. Pressed butt hinges bright finishedISI marked with nuts and screws etc complete (125x65x2.12mm). As per PWD-9.55.1 |
| 79 | 24-Providing 40x5mm flat iron hold fast 40cm long i/c fixing to frame with 10mm diameter bolts ,nuts and wooden plugs and embedding in c.c. block 30x10x15 mm in 1:3:6 ratio as per D.A.R. NO-9.53 |
| 80 | 25-P/Lin position inC.C specified grade excluding the cost of centering, shuttering ,finishing and reinforcement ( 1:1.5:3)with cement , coarse sand and 20mm gauge stone ballast i/c all as per DSR No- 4.1.2 |
| 81 | 26-Supply an fixing glass panes of 4mmthick glass equuivelent ISI mark quality putty brades and springs andi/c all comp. As per PWD-10.30.1 |
| 82 | 27-15 mm thick cement, sand plaster in 1:4 cement & C/sand mortar as per PWD-13.5.1 |
| 83 | 28-12 mm thick cement, sand plaster in 1:6 cement & C/sand mortar as per PWD-13.4.2 |
| 84 | 29-15 mm thick cement, sand plaster in 1:6 cement & C/sand mortar as per PWD-13.5.2 |
| 85 | 30-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 12 mm thick cement mortar 1:3 (1 Cement : 3 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. As per PWD-11.37 A |
| 86 | 31-Providing and laying rectified 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 @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. As per PWD-11.40 |
| 87 | 32-Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm. As per PWD-11.41.2 |
| 88 | 33-Providing and Applying white cement based putty average thickness of 1 mm of approved brand over the plasterd wall surface.as per DSR-13.80 |
| 89 | 34-Painting two coats on steel or other metal surface over one coat of priming coat incl. material,labour and T&P etc. required for proper completion of work, as per PWD-642 |
| 90 | 35-Supply an fixing Chequered Tiles 22 mm thick with 1:4 cement, course sand mortar. As per PWD- 11.20.1 |
| 91 | 36-25 mm C.C. flooring in 1:2:4 cement, C/sand and 12.50 mm gauge stone grit, laid over base concrete and finished with floating coat of neat cement(base concrete to be paid seprately) incl. fixing of glass strips( excluding cost of glass strips) As per PWD-601 (2020) |
| 92 | 37-Supply and fixingglass strips 22 mm wide 2.8 to 3.7 mmthick as per kanpur sor ch.no-1 item no-15A |
| 93 | 38-Engraving Lines in the plaster of outer face wall vertically and horizontally to display the surface as stone facing as directed by the E/I including all labour and T&P etc. required for proper completion of the work.As per PWD-598 (2020) |
| 94 | 39-Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). As per PWD-13.47.1 |
| 95 | 40-Finishing walls with oil bond distemper of approved make three coat quality of required shade etc comp. As per PWD-649+650. |
| 96 | 41-S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16 SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work.as per elc.sor no-1149 |
| 97 | 42-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: 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.(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(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-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. 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 Engineerin- Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm. As per PWD Ch-22, 22.7.1 |
| 98 | 43-Centering & shuttering including strutting, propping etc. and removal of form forAs perPWD Ch-5D.A.R.-5.9.5 |
| 99 | 44-Centering & shuttering including strutting, propping etc. and removal of form forAs perPWD Ch-5D.A.R.-5.9.3 |
| 100 | -Water Supply & Sanitary Work |
| 101 | 1-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 |
| 102 | a)-White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 103 | 2-P/F of white vitreous china pedestal type (European type/wash down type ) water closet pan i/c all as DSR-17.15 |
| 104 | 3-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 |
| 105 | a-a)White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap. |
| 106 | 4-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 |
| 107 | b-Providing and fixing K sink (61x45x20mm) size as per ch. No..01 Item No. 19 |
| 108 | 5-Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.Semi rigid pipea) 32mm dia |
| 109 | 6-Supplying & Fixing PTMT soap dish holder length of 138mm ,breadth 102mm ,height of 75mmwith not less then 106grm as per DAR NO-18.65 |
| 110 | 7-S.S. Jali Round150mm dia as per kanpursorch. No-21 item no-96 |
| 111 | 8-C.P. Brass wastage jali for wash basin as per kanpursorch. No-21 item no-107 |
| 112 | 9-Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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.i/c all-DSR-18.48 |
| 113 | 10-C.P. Brass towel rail 820x20mm together with pair of c.p. as per kanpursorch. No-22item no-28 |
| 114 | 11-C.P. Brass towel ringjaquar essco, cera hindwire or equivalent. as per kanpursorch. No-22item no-30 |
| 115 | 12-Supplying & Fixing of600x450 mm beveled edge mirror of superior glass as per complet DAR no- 17.31 |
| 116 | 13-Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A at 160mm dia pvc pipe as per kanpur sor ch no-1 item no-34& ch no-23 item no-18.9.9 (510+131=641) |
| 117 | 14-Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A at 110mm dia pvc pipe as per kanpur sor ch no-1 item no-34& ch no-23 item no-18.9.9 (265+131=641) |
| 118 | 15-Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A at 75mm dia pvc pipe as per kanpur sor ch no-1 item no-37 & ch no-23 item no-18.9.9 (130+131=261) |
| 119 | 16-Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A at 160mm dia pvc Bend pipe as per kanpur sor ch no-1 item no-39 |
| 120 | 17-Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A at 110mm dia pvc Bend pipe as per kanpur sor ch no-1 item no-39 |
| 121 | 18-Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A at 75mm dia pvc Bend pipe as per kanpur sor ch no-1 item no-39 |
| 122 | 19-Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A at 110mm dia pvc Tee pipe as per kanpur sor ch no-1 item no-46 |
| 123 | 20-Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A at 110mm dia pvc Socketas per kanpur sor ch no-1 item no-50 |
| 124 | 21-Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A at 110mm dia pvc Y Typeas per kanpur sor ch no-1 item no-56 |
| 125 | 22-Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A at PVC Pipe "s jointing solutionas per kanpur sor ch no-1 item no-57 |
| 126 | 23-Providing and fixingM.S holder bat clamp for PVC pipe as per kanpur sor ch no-22 item no-27 |
| 127 | 24-Cutting holes up to 15x15cm in R.C.C. floors and roofs for passing drain pipe as per DAR no-18.77 |
| 128 | 25-Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.(internal work) |
| 129 | i)-Exposed on wall |
| 130 | a-a) 25mm dia nominal outer dia pipes |
| 131 | 25-Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 132 | i)-(internal work) |
| 133 | b-Exposed on walla)32mm dia nominal outer dia pipes |
| 134 | 26-Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 135 | i)-(internal work) |
| 136 | c-c) 40mm dia nominal outer dia pipes |
| 137 | 27-Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 138 | ii)-Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. |
| 139 | a-a) 15mm dia nominal outer dia pipes |
| 140 | 28-Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 141 | ii)-Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. |
| 142 | b-b) 20mm dia nominal outer dia pipes |
| 143 | 29-Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. |
| 144 | -a) 15mm nominal bore |
| 145 | 30-Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 |
| 146 | -a) 15mm nominal bore |
| 147 | 31-Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. |
| 148 | -a) 15mm nominal bore |
| 149 | 32-Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 |
| 150 | -a) 15mm nominal bore |
| 151 | 33-Providing and fixing gun metal gate valve with wheel of approved quality. |
| 152 | -a) 25mm dia nominal bore |
| 153 | 34-Providing and fixing gun metal gate valve with wheel of approved quality. (d) 32mm dia nominal bore. |
| 154 | 35-Providing and fixing gun metal gate valve with wheel of approved quality. (e) 40mm dia nominal bore. |
| 155 | 36-Providing and fixing brass stop cock of approved quality. |
| 156 | -a) 15 mm nominal bore |
| 157 | 37-Providing and fixing brass stop cock of approved quality. |
| 158 | -(b) 20 mm nominal bore |
| 159 | -SEPTIC TANK & SOAK PIT |
| 160 | 1-Earth work in surface excavation 30cm& Avobein depth but exceeding 1.5m in width as well as 10sqm on plan i/c getting out and disposal of excavated earthlift up to 1.50 m and lead up to 50.00 m etc. all complete as per PWD-2.6.1 |
| 161 | (i)-From 0.00 mt to 1.50 mt |
| 162 | 2-Earth work in excavation in foundation in o/s i/c lift up to 1.50 m and lead up to 50.00 m etc. all complete as per PWD-2.6.1+2.26.1 |
| 163 | (ii)-1.50mt to 3.0 mt |
| 164 | 3-Providing and laying in cement concrete 1:4:8 (1 cement:4 coarse sand:8 stoneballast 40 mm size) and curing complete. As per PWD-4.1.8 |
| 165 | 4-Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete, excluding cost of form- work, in foundation and floors.Dsr no-4.1.3 |
| 166 | 5-R.C.C. work in 1:1.5:3 with Cement, C/s sand and 20mm gauge stone grit inslab & T beam upto floor V level. As per PWD-5.3 |
| 167 | 6-Brick work wthi common burnt clay (non modular) bricks of class -150 in foundation and plinth with(1:4) cement and C/ sand mortar i/c allas per DSR No-6.1.1 |
| 168 | 7-M.S. or iron work in plan work such asR.C.C. work including cutting and bending etc. as per D.A.R. NO-5.22.6+Ch.no-1 item no-13 a |
| 169 | 8-15 mm cement plaster in single coat on rough side of single or half brick wall finished with a floating coat of neat cement. (1) 1 cement : 3 Coarse sand PWD-13.10 |
| 170 | 9-Supply & Laying of 40 mm gauge over burnt brick ballast including all materials, labour and T&P etc. for proper completion of the work. Ch-1, Mat-2a |
| 171 | 10-Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 3989PWD-17.35.2.2 |
| 172 | 11-Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar) DSR 19.15.1- |
| 173 | 12-Centering & shuttering including strutting, propping etc. and removal of form for slab i/c all as per DSR No.-5.9.3 |
| 174 | -Interloking and U drian |
| 175 | 1- Earth work in surface excavation 0.00 to 30cmin depth but exceeding 1.5m in width as well as 10sqm on plan i/c getting out and disposal of excavated earthlift up to 1.50 m and lead up to 50.00 m etc. all complete as per PWD-2.6 |
| 176 | 2-P/Lin position inC.C specified grade excluding the cost of centering, shuttering ,finishing and reinforcement ( 1:6:12)with cement , coarse sand and 40mm gauge B/ ballast i/c all as per PWD(SCH)273 |
| 177 | 3-Brick work wthi common burnt clay (non modular) bricks of class -150 in foundation and plinth with(1:4) cement and C/ sand mortar i/c allas per DSR No-6.1.1 |
| 178 | 4-P/Lin position inC.C specified grade excluding the cost of centering, shuttering ,finishing and reinforcement ( 1:1.5:3)with cement , coarse sand and 20mm gauge stone ballast i/c all as per DSR No- 4.1.2 |
| 179 | 5-Earth filling available excavated earth (excluding rock)in tranches, plinth,sides of foundation etc. in layars nat exceeding 20cm in depth , consolidating each deposited layer by ramming and watering,lead up to 50 m and lift upto 1.5 m i/call DSR No-2.25 with 5.0 km cartage. |
| 180 | 6-Provding andlaying of interloking concrete Block pavement having thikness 80mm as per drawings and techincalspecification Clause 1504(Excluslve G.S.B) |
| 181 | 7-12 mm thick plaster of mix 1:4 (1 cement : 4 c/sand )i/c all as per DSR No-13.4.1 |
| 182 | -RAIN WATER HARVESTING PIT |
| 183 | 1-Earth work in excavation in foundation in o/s i/c lift up to 1.50 m and lead up to 50.00 m etc. all complete as per PWD-2.8.1 |
| 184 | (i)-From 0.00 mt to 1.50 mt |
| 185 | 2-Earth work in excavation in foundation in o/s i/c lift up to 1.50 m and lead up to 50.00 m etc. all complete as per PWD-2.8.1+2.26.1 |
| 186 | (ii)-1.50mt to 3.0 mt |
| 187 | 3-Providing and laying in cement concrete 1:2:4 (1 cement:4 coarse sand:8 stoneballast 40 mm size) and curing complete. As per PWD-4.1.3 |
| 188 | 4-R.C.C. work in 1:1.5:3 with Cement, C/s sand and 20mm gauge stone grit inlanding,balconies & T beam upto floor V level. As per PWD-5.3 |
| 189 | 5-M-150 Brick work in 1:4 cement and C/sand mortar in foundation and plinth as per PWD-6.1.1 |
| 190 | 6-M.S. or iron work in plan work such asR.C.C. work including cutting and bending etc. As per D.A.R. NO-5.22.6+Ch.no-1 item no-13 |
| 191 | 7-15 mm cement plaster in single coat on rough side of single or half brick wall finished with a floating coat of neat cement. (1) 1 cement : 3 Coarse sandDAR No--13.10 |
| 192 | 8-Supply & Laying of 40 mm gauge over burnt brick ballast including all materials, labour and T&P etc. for proper completion of the work. Ch. No-1 sr.no-2A |
| 193 | 9-Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar) as per section S.E./R.E.D. |
| 194 | 10-Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.2.1 |
| 195 | 11-Centering & shuttering including strutting, propping etc. and removal of form for slab PWD-5.9.3 |
| 196 | 12-Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineriesequired for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. as per Lucknow DSR 23.1.1.1 (Drilling of 300mm dia bore hole manually.) |
| 197 | 13-Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipes OF requried dia conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. as per Lucknow DSR 23.3.2 (150 mm nominal size dia) |
| 198 | 14-Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. as per Lucknow DSR 23.4.2 (150 mm nominal size dia) |
| 199 | 15-Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.as per Lucknow DSR 23.8 |
| 200 | -Internal Electrification Work |
| 201 | 1-Wiring points for light with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FR PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. SI No. 138 (C) |
| 202 | 2-Wiring points for two ways light with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduit pipe concealed in wall and partly laid in slab along with the reinforcement before concreting ,complete with 1.5 sqmm.FR PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. SI No. 139 (C) |
| 203 | 3-Wiring point for fan/fresh air fan (lisht duty exhaust fan) all respects SI No. 140 (C) |
| 204 | 4-Wiring point for Same as item No.(1) but for5amp plug point with piano type switch and socket etc. SI No. 141 C |
| 205 | 5-Wiring point for exhaust fan Same as item No.(1) but for Exhaust fan point using 1.5 sq.mm FR PVC insulated wire SI No. 144(C) |
| 206 | 6-Add for light /fan points with modular type switch in place of piano type switch. respect SI No. 187 A |
| 207 | 7-Add for two way light points with modular type switch in place of piano type switch. respect SI No. 187 B |
| 208 | 8-Add for plug points with modular type switch in place of piano type switch. respect SI No. 187 C |
| 209 | 9-Supply and wiring of submain 2 number 2.5 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 1.5 sqmm FR PVC insulated multistranded copper conductor SI No. 1307(C) |
| 210 | -cable as earth contunity wire etc. complete in all respects. |
| 211 | -Miniature Circuit Breaker To Switch Board |
| 212 | 10-Supply and wiring of submain with two number 4 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in20mm dia heavy duty (2mm thick ) PVC conduitpartly concealed in wall and partly laid in slab along with reinforcement befor concreting with one number 2.5 Sqmm FR PVC Multistand copper earth contunity wire including colour wash etc. complete in all respects. SI No. 221(C) |
| 213 | 11-Supply and wiring of submain with 4 number 16 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in40 mm dia heavy duty (2mm thick) PVC conduitpartly concealed in wall and partly laid in slab along with reinforcement befor concreting with two number 10 SWG copper earth contunity wire including colour wash etc. complete in all respects SI No. 274(C).LT Pannel to MCB |
| 214 | 12-Supply and wiring of submain with two number 1.5 sq. mm. FR PVC insulated 1100 V grade multi strand single core copper conductor cable in 20 mm dia. heavy duty (2 mm thick) PVC conduit with 1 number 1.5 sq. mm. FR PVC insulated 1100 V grade multi strand core copper conductor cable as earth continuity wire drawn inside the conduit complete in all respect. SI No. 1313(C). |
| 215 | -INSTALLATION OF LIGHT FIXTURES AND FANS |
| 216 | 14-Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. down rod 19mm dia duly painted, complete in all respects. SI No. 1116 |
| 217 | 15-Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. SI No. 1120. |
| 218 | 16-Supply & fixing of LED tubelight with batten suitable for up to 1x22 Watt LED tubelight fitting including tube on surface complete in all respectsSI No. 1413.CAT-AAA |
| 219 | -EARTHING |
| 220 | 17-Supply and burring of safe earthing electrode T-39 (Hot-Dip Galvanized), length up to 3000 mm, outer pipe 76 mm inner dia 38 mm terminal dia 12 mm , outer G.I. pipe of 16 SWG and inner G.I. pipe of 12 SWG with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture pf retaining capacity along with 30 cm square C.I. frame with hinged cover & masonary housing.(From electrode terminal to switch board, cost of 25x3 G.I. Strip will be extra) SI No. 725D |
| 221 | 18-Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. SI No. 716 |
| 222 | 19-Supply & fixing of two number 8 SWG G.I. wire for earthing purpose as required complete in all respects. SI No. 723 |
| 223 | -DISTRIBUTION BOARD |
| 224 | 20-Supply and fixing of switch box made up of 16 SWG (1.5 mm ) thick M.S. sheet of Following size duly painted with red oxide primer and flushed in wall including cutting of brick work fixing it to the level with cement sand mortar,including matching colour wash supply of all material, labour and T & P etc. required for proper completion of the work.asdirected at site by the engineer in charge. SI No. 160 Same as in item No. 159 but of size 150x150x65 mm. size |
| 225 | 21-Supply and fixing of switch box made up of 16 SWG (1.5 mm ) thick M.S. sheet of Following size duly painted with red oxide primer and flushed in wall including cutting of brick work fixing it to the level with cement sand mortar,including matching colour wash supply of all material, labour and T & P etc. required for proper completion of the work.asdirected at site by the engineer in charge. SI No. 160 (Same as in item No. 159 but of size 200x250x65 mm. size) |
| 226 | 23-Supply and fixing of switch box made up of 16 SWG (1.5 mm ) thick M.S. sheet of Following size duly painted with red oxide primer and flushed in wall including cutting of brick work fixing it to the level with cement sand mortar,including matching colour wash supply of all material, labour and T & P etc. required for proper completion of the work.asdirected at site by the engineer in charge. SI No. 160 (same as in item No. 159 but of size 250x250x65 mm. size) |
| 227 | 24-Supply and fixing of switch box made up of 16 SWG (1.5 mm ) thick M.S. sheet of Following size duly painted with red oxide primer and flushed in wall including cutting of brick work fixing it to the level with cement sand mortar,including matching colour wash supply of all material, labour and T & P etc. required for proper completion of the work.asdirected at site by the engineer in charge. SI No. 160 (same as in item No. 159 but of size 250x300x65 mm. size) |
| 228 | 26-Supply and fixing of 6 Amp to 32 Amp MCB(10KA)C CurveAs per SI-1002 Cat A |
| 229 | 27-Supply and fixing of 80/100 Amp MCB(10KA)C CurveAs per SI-1021Cat A |
| 230 | 29-Construction of recess distribution board of all sizes including cutting of brick work providing lintel of suitable size & thickness plastering etc. with supply of all materials, labours, T & P etc. required for proper completion of work. 600x480x200 mm. size as per s.i. no-1141B |
| 231 | 32-Supply and fixing of factory fabricated M.S. box in existing sunk with Godrej type almirah cover with handle etc. fabricated from 18 SWG M.S. sheet duly painted with red oxide primer followedby two coats of synthetic enamel paint complete with necessary conduit entry and DP/TPN; fixing arrangement and provision for compartment for loose wires, openable housing on the top and hold fast etc. including supply of all material, labour and T & P etc. req for proper completion of the work. 600x480x200 mm. size |
| 232 | 33-Supply and fixing of flush/surface mounting distribution boardswith additional metal door without MCBcomplete in all respects. 6 Way TPN -As.i.no-1027A cat B |
| 233 | 35-Supply and fixing of power plug with 15 Amp./250 Volt flush type universal switch and 5 pin 15 A/250 Vflush type universal socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. As per SI-1139 |
| 234 | 36-Supply & fixingof Sheet Steel Enclosure Surface/ Flush Mounting fitted With 20/32 Amp. 2Pin and earth metal clad scraping earth plug and socket complete in allrespects as per direction and satisfaction of engineer-in-charge.-AS per SI-1031 cat A |
| 235 | 38-S&F of factory wired 75 to 90 watt L.E.D. street lighting luminaries single pipe cast Aluminum body suitable for 90 wattS.V. lamp including s.i.no-1423 cat AAA |
| 236 | -LT Pannel |
| 237 | 39-The job includes the grouting of the board as per directions of Engineer-in-Charge. All out goings of 100 Amp. And above shall have an Ammeter. The panel board shall be fabricated with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of Cat A & B only. |
| 238 | -Incoming |
| 239 | -200 Amp. MCCB-1 No. |
| 240 | -Outgoing |
| 241 | -Phase indication lamp on each outgoing to be provided |
| 242 | -100 AmpsMCCB -1No |
| 243 | -63 AmpsMCB -3No |
| 244 | -63 AmpsMCCB -1No Spare |
| 245 | -CABLES |
| 246 | 40-Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts 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 top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc.as per S.I. NO-501a6 sqmm 2 core |
| 247 | 41-Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts 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 top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc.as per S.I. NO-501a. 70 sqmm 3.5 coreAs in above Item no.(1) but 35 sq.mm 3-1/2 core |
| 248 | 42-Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts 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 top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 70 sqmm 3.5 coreAs in above Item no.(1) but 95 sq.mm 3-1/2 core |
| 249 | 43-Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connecteced with the earth as per direction of Engineer-in-charge..As per S.I.No.503(a) 95 sq.mm3-1/2 core |
| 250 | 44-Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of Engineer-in-charge.50 sq.mm .As per S.I.No.504(g) |
| 251 | 45-Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of Engineer-in-charge but 95 sq.mm .As per S.I.No.504(i) |
| 252 | - Fire Extinguisher |
| 253 | 46-Supply & fixing of CO2 type fire extinguisher,4.5 kg. capacity (ISI Marked IS:2878 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. AS Per S.I. NO-1132 |
| 254 | 47-Supply and fixing of fire extinguisher, ABC Type 4.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. As PWD Electrical Shedule-2018, Sl-1131 |
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