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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 08-05-2024 | Corrigendum | Date | 10-06-2024 |
| Sl. No. | Item Description |
| 1 | ACADEMIC BUILDING |
| 2 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per SI.No. 2.31 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1 |
| 4 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration as per SI.No. 2.35.3.1 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Under Floor) as per SI.No. 2.25 (a) |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per SI no 2.27 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 |
| 8 | Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 |
| 9 | Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 |
| 10 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 |
| 11 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto Plinth Lvl as SI No-5.1.2 |
| 12 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)Above Plinth Lvl as SI No-5.2.2 |
| 13 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto Plinth Lvl as SI No-5.1.2 |
| 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl as SI No-5.3 |
| 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per SI No. 5.3 |
| 16 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) as per SI No. 5.3 |
| 17 | Steel reinforcement for R.C.C. work ready to use \"cut and bend\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 |
| 18 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. as per SI-4.13 |
| 19 | Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand ) as per SI no 6.13.2 |
| 20 | Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 |
| 21 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). as per SI no. 10.11.1 |
| 22 | Steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.In grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per SI no. 10.25.2 |
| 23 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. M.S. Angle 35x35x5 for door frames as per SI no. 10.31 |
| 24 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non- decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary. Extra for cutting rebate in flush door shutters as per SI No- 9.21.2 |
| 25 | Providing and fixing cup board shutters with 25mm thick veneered particle board IS : 3097 marked exterior grade (Grade I) of approved make including IInd class teak wood lipping of 25mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of Engineer-in-Charge. With decorative veneering on one side and commercial veneering on other side. as per SI No- 9.130.1 |
| 26 | Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. Triple strip vertical type as per SI No- 9.114.1 |
| 27 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge Door Chaukhat as per SI- 14.2.1 |
| 28 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge Window Chaukhatas per SI- 14.2.2 |
| 29 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge Vent. Chaukhatas per SI- 14.2.3 |
| 30 | Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory, all complete with 4.0 mm thick glass panes. As per IS 10.30.1 |
| 31 | 15 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Inner Side as per IS 13.5.2 |
| 32 | 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Outer Side as per IS 13.4.2 |
| 33 | 15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand )Below Plinth as per IS 13.5.1 |
| 34 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. As SI No. 11.3.1 |
| 35 | Providing & laying rectified glazed ceramic floor tiles of size 300x300 mm or more ( thickness to be specified by the manufacturer), of 1st quality confirming to IS:15622, of approved make, in colours 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 grounting the joints with white cement and matching pigmrnts etc., complete as per SI no. 11.39 |
| 36 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. as per SI no. 11.37 A |
| 37 | 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 the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : (25 mm thick). As per SI No-11.26 |
| 38 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing omplete. As SI No-11.27 |
| 39 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm as per SI no 11.41.2 |
| 40 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 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 SI no 11.46.2 |
| 41 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement as per SI No-11.20.1 |
| 42 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per Sl no. -13.62.1 |
| 43 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre as per Sl no. -13.41.1 Two Coats |
| 44 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats |
| 45 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 |
| 46 | 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 with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by 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 Engineer-in-Charge”: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. as per SI no. -22.7.1 |
| 47 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) . (a) 250mm x 16mm. As SI. 9.62.1 |
| 48 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) 250mm x 10mm. As per9.63.1 |
| 49 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) 200mm x 10mm. As per9.63.2 |
| 50 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378)(a) 125 mm. 9.66.1 |
| 51 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378)(a) 100 mm. 9.66.2 |
| 52 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. As per SI No- 14.34 |
| 53 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer in M.S. tube.as per SI no-10.26.1 |
| 54 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter. As per SI- 12.41.2 |
| 55 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. As per SI-12.22 |
| 56 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc.,by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) first layer of slurry of cement @ 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. (b) Second layer of cement @ 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 SI no. -22.5 |
| 57 | Providing&layingoflight cinder/coal filling under floor of toilets and other sunken roofs.as per DSR- 0370 |
| 58 | Centering and shuttering including stutting, propping etc. and removal of form.Beam /Band as per SI- 5.9.5 |
| 59 | Centering and shuttering including stutting, propping etc. and removal of form.Column as per SI- 5.9.6 |
| 60 | Centering and shuttering including stutting, propping etc. and removal of form.Foundation as per SI- 5.9.1 |
| 61 | Centering and shuttering including stutting, propping etc. and removal of form.Slab as per SI- 5.9.3 |
| 62 | Electrification Work |
| 63 | SUB-HEAD - I: INTERNAL WIRING |
| 64 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. as per Sl.No. 1.10.1 Group-A |
| 65 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required as per Sl.No. 1.11 |
| 66 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire as per Sl.No. 1.14.2 |
| 67 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire as per Sl.No. 1.14.3 |
| 68 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4 X 10 sq. mm + 2 X 6 sq. mm earth wire as per Sl.No. 1.14.10 |
| 69 | Add for Invertor wiring in wiring point for Light/Fan/Plug with 1.5 mm Cu Wire. As per Sl.No. UPPWD 189(A) |
| 70 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. As per Sl.No. 1.31 |
| 71 | SupplyingandfixingsuitablesizeGIboxwithmodularplateandcoverinfronton surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. As per Sl.No.1.32 |
| 72 | Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA As per Sl.No.UPPWD-1413(A) |
| 73 | Supply and fixing of recess/Surface/Pendentmounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing withheat sink, diffuser/ Reflectorand driver set complete in all respect CAT-AAA As per Sl.No.UPPWD-1401 |
| 74 | Supply and fixing ofrecess/ Surface/ Pendentmounting round10 to 15 Watt LED Down Lighter having Powder coateddie cast aluminium housing withheat sink, diffuser/ Reflector and driver set complete in all respect.. CAT-AA As per Sl.No.UPPWD-1402 |
| 75 | Supply and fixing ofLED Street light Fittinghaving die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 Watt. Confirming to IP 66 protection complete in all respect. CAT-AA As per Sl.No.UPPWD-1421 |
| 76 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00,Air deliveryminimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase ACSupply, earthing etc. complete as required. As per Sl.No.19.1 |
| 77 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. As per Sl.No.1.25 |
| 78 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep As per Sl.No.1.50.1 |
| 79 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes As per Sl.No.1.51 |
| 80 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. 4 way (4 + 12), Double door As per Sl.No.2.4.1 |
| 81 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required.6 way (4 + 18), Double door As per Sl.No.2.4.2 |
| 82 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole As per Sl.No.2.10.1 |
| 83 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole As per Sl.No.2.10.3 |
| 84 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. As per Sl.No.2.11 |
| 85 | Supplying and fixing of 63 Amp. 4 Pole MCB (10KA) \"C\" curve, CAT-AAs per Sl.No.UPPWD-1020(A) |
| 86 | Supplying and fixing of 40 Amp. 4 Pole MCB (10KA)CAT-A As per Sl.No.UPPWD-1020 |
| 87 | 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. 50 sq. mm 3-1/2 coreAs per Sl.No.UPPWD-501 (L) |
| 88 | SUB-HEAD -II : EARTHING & LIGHTNING PROTECTION SYSTEM |
| 89 | Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swgand inner GI 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 of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. As per Sl.No.UPPWD-725(A) |
| 90 | Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. As per Sl.No.UPPWD-716 |
| 91 | SUB-HEAD -III : L.T. PANEL |
| 92 | Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB\"s (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mountedon non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB\"s shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc.The Job includes the grounting 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 CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only.CUBICAL PANEL BOARD ( MCCB TYPE )Incoming :No.200Amp. MCCB -1No.Outgoing :63 Amp. MCCB-3 No.Cat.-B. Pannel Cubicle TypeOR outgoing as per site requirment(AS/SLD) As per Sl.No.812 (b) ii |
| 93 | S&F of 200 AMP four pole Mouled case type on load change over switch with enclosure including the cost of labour, T & P and material reuired for proper completion of the work as per direction and satisfaction of Engineer an charge. As per Sl.No. UPPWD-379A |
| 94 | Plumbring Work |
| 95 | SANITARY FIXTURES & ACCESSORIES : I |
| 96 | 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. (a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot restsas per Sl.No. DSR 17.1.1 |
| 97 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lidas per Sl.No. DSR 17.2.1 |
| 98 | 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 . (a)White Vitreous China Flat back wash basin size 550 x400 mm with single 15 mm C.P. brass pillar tap. as per Sl.No. DSR 17.7.4 |
| 99 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe(a) 32mm dia as per Sl.No. DSR 17.28.1.1 |
| 100 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms.as per Sl.No. DSR 18.65 |
| 101 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in -charge. as per Sl.No. DSR 17.16a |
| 102 | SOIL WASTE & VENT PIPES AND FITTINGS - II |
| 103 | Providing & fixing PVC pipes conforming to IS make workinh pressure 6 Kg/cm² including testing, labour, T&P and all complete fittings. 110mm dia as per Sl.No. Aligarh UPPWD SOR, Ch-23 Item-32 (iii) |
| 104 | Providing & fixing PVC pipes conforming to IS make workinh pressure 6 Kg/cm² including testing, labour, T&P and all complete fittings. 75mm dia as per Sl.No. Aligarh UPPWD SOR, Ch-23 Item-32 (i) |
| 105 | WATER SUPPLY PIPES AND FITTINGS - III |
| 106 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall25mm dia nominal dia pipes as per Sl.No. DSR 18.7.3 |
| 107 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall32mm dia nominal dia pipes as per Sl.No. DSR 18.7.4 |
| 108 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall40mm dia nominal dia pipes as per Sl.No. DSR 18.7.5 |
| 109 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.15mm dia nominal dia pipes as per Sl.No. DSR 18.8.1 |
| 110 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.20mm dia nominal dia pipes as per Sl.No. DSR 18.8.2 |
| 111 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. (a) 15mm nominal bore as per Sl.No. DSR 18.21.2.1 |
| 112 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931(a) 15mm nominal bore as per Sl.No. DSR 18.49.1 |
| 113 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (a) 15mm nominal bore as per Sl.No. DSR 18.50.1 |
| 114 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 (a) 15mm nominal bore as per Sl.No. DSR 18.53.1 |
| 115 | Providing and fixing gun metal gate valve with wheel of approved quality. (a) 25mm dia nominal bore as per Sl.No. DSR 18.17.1 |
| 116 | Providing and fixing gun metal gate valve with wheel of approved quality. (d) 32mm dia nominal bore as per Sl.No. DSR 18.17.2 |
| 117 | Providing and fixing gun metal gate valve with wheel of approved quality. (e) 40mm dia nominal bore as per Sl.No. DSR 18.17.3 |
| 118 | Providing and fixing brass stop cock of approved quality. (a) 15 mm nominal bore as per Sl.No. DSR 18.16.1 |
| 119 | Providing and fixing brass stop cock of approved quality. (b) 20 mm nominal bore as per Sl.No. DSR 18.16.2 |
| 120 | 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. as per Sl.No. DSR 18.48 |
| 121 | SCHEDULE OF QUANTITIES FOR INTERNAL & EXTERNAL SEWERAGE SYSTEM - IV |
| 122 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. (a) Pipes 80mm to 300mm diameter. as per Sl.No. DSR 2.10.1.2 |
| 123 | Providing, laying and joining glazed stone ware pipes grade \"A\"with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. (a) 100mm diameter as per Sl.No. DSR 19.1.1 |
| 124 | Providing, laying and joining glazed stone ware pipes grade \"A\"with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. (b) 150mm diameter as per Sl.No. DSR 19.1.2 |
| 125 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. (a) 100mm diameterS.W. Pipe as per Sl.No. DSR 19.2.1 |
| 126 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. (b) 150mm diameterS.W. Pipe as per Sl.No. DSR 19.2.2 |
| 127 | Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design. 150 x 100 mm size P type as per Sl.No. DSR 19.4.2.1 |
| 128 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 7.5 (i) For Sewer Line as per Sl.No. DSR 19.7.1.1 |
| 129 | Fire Fighting System |
| 130 | Supply and Fixing of Fire Extinguisher ABC Type 6.0 kg. Capacity ( ISI Market IS : 15683 & TAC approved ) complete with initial charge and wall bracket, along with supply of all materials and labour for propercompletion(Firiecon/LifeGurd/Firefit/Excell) as per Sl.No. UPPWD 1131 |
| 131 | Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity(ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. as per Sl.No. UPPWD 1132 |
| 132 | HOSTEL BUILDING |
| 133 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per SI.No. 2.31 |
| 134 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1 |
| 135 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration as per SI.No. 2.35.3.1 |
| 136 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Under Floor) as per SI.No. 2.25 (a) |
| 137 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (Under Floor) as per SI no 2.27 |
| 138 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 |
| 139 | Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 |
| 140 | Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 |
| 141 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 |
| 142 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto Plinth Lvl as SI No-5.1.2 |
| 143 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)Above Plinth Lvl as SI No-5.2.2 |
| 144 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto Plinth Lvl as SI No-5.1.2 |
| 145 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl as SI No-5.3 |
| 146 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per SI No. 5.3 |
| 147 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) as per SI No. 5.3 |
| 148 | Steel reinforcement for R.C.C. work ready to use \"cut and bend\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 |
| 149 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. as per SI-4.13 |
| 150 | Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand ) as per SI no 6.13.2 |
| 151 | Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 |
| 152 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). as per SI no. 10.11.1 |
| 153 | Steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.In grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per SI no. 10.25.2 |
| 154 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. as per SI no. 10.31 |
| 155 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non- decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary. Extra for cutting rebate in flush door shutters as per SI No- 9.21.2 |
| 156 | Providing and fixing cup board shutters with 25mm thick veneered particle board IS : 3097 marked exterior grade (Grade I) of approved make including IInd class teak wood lipping of 25mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of Engineer-in-Charge. With decorative veneering on one side and commercial veneering on other side. as per SI No- 9.130.1 |
| 157 | Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. Triple strip vertical type as per SI No- 9.114.1 |
| 158 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Door Chaukhat as per SI- 14.2.1 |
| 159 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Window Chaukhatas per SI- 14.2.2 |
| 160 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Vent. Chaukhatas per SI- 14.2.3 |
| 161 | Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory, all complete with 4.0 mm thick glass panes. As per IS 10.30.1 |
| 162 | 15 mm thick cement plaster Rough Surface of mix 1:6 ( 1 cement & 6 course sand ) Inner Side as per IS 13.5.2 |
| 163 | 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Outer Side as per IS 13.4.2 |
| 164 | 15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand ) Below Plinth as per IS 13.5.1 |
| 165 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. As SI No. 11.3.1 |
| 166 | Providing & laying rectified glazed ceramic floor tiles of size 300x300 mm or more ( thickness to be specified by the manufacturer), of 1st quality confirming to IS:15622, of approved make, in colours 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 grounting the joints with white cement and matching pigmrnts etc., complete as per SI no. 11.39 |
| 167 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. as per SI no. 11.37 A |
| 168 | Providingandfixing18mmthickGranite(gangsaw cut) mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, windowsills,faciasandsimilarlocations,ofrequired size,approvedshade,colourandtexturelaidover20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand),jointstreatedwith whitecement,mixedwith matching pigment, epoxy touch ups, including rubbing,curing,mouldingandpolishingtoedgesto givehighglossfinishetc.completeatalllevels. Granite stone slab of colour black, Cherry/Ruby red. (Slab area above 0.50 Sq.M.) As per SI no- 8.2.2.2 |
| 169 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm as per SI no 11.41.2 |
| 170 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 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 SI no 11.46.2 |
| 171 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement as per SI No-11.20.1 |
| 172 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per Sl no. -13.62.1 |
| 173 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre as per Sl no. -13.41.1 |
| 174 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 |
| 175 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 |
| 176 | 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 with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by 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 Engineer-in-Charge”: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. as per SI no. -22.7.1 |
| 177 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378)(a) 300mm x 16 mm . As per SI 9.62.1 |
| 178 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) (a) 250mm x 10mm. SI 9.63.1 |
| 179 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) (b) 200mm x 10mm. SI 9.63.2 |
| 180 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378)(a) 125 mm. As per SI 9.66.1 |
| 181 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. As per SI No- 14.34 |
| 182 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer in M.S. tube.as per SI no-10.26.1 |
| 183 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter. As per SI- 12.41.2 |
| 184 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. As per SI-12.22 |
| 185 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc.,by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) first layer of slurry of cement @ 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. (b) Second layer of cement @ 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 SI no. -22.5 |
| 186 | Providing&layingoflight cinder/coal filling under floor of toilets and other sunken roofs.as per DSR- 0370 |
| 187 | Centering and shuttering including stutting, propping etc. and removal of form. (i) Beam /Band as per SI- 5.9.5 |
| 188 | Centering and shuttering including stutting, propping etc. and removal of form. (ii) Column as per SI- 5.9.6 |
| 189 | Centering and shuttering including stutting, propping etc. and removal of form. (iii) Foundation as per SI- 5.9.1 |
| 190 | Centering and shuttering including stutting, propping etc. and removal of form. (iv) Slab as per SI- 5.9.3 |
| 191 | Electrification Work |
| 192 | SUB-HEAD - I: INTERNAL WIRING |
| 193 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. as per Sl.No. 1.10.1 Group A |
| 194 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required as per Sl.No. 1.11 |
| 195 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire as per Sl.No. 1.14.2 |
| 196 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire as per Sl.No. 1.14.3 |
| 197 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4 X 10 sq. mm + 2 X 6 sq. mm earth wire as per Sl.No. 1.14.10 |
| 198 | Add for Invertor wiring in wiring point for Light/Fan/Plug with 1.5 mm Cu Wire. As per Sl.No. UPPWD 189(A) |
| 199 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. As per Sl.No. 1.31 |
| 200 | SupplyingandfixingsuitablesizeGIboxwithmodularplateandcoverinfronton surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. As per Sl.No.1.32 |
| 201 | Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA As per Sl.No.UPPWD-1413(A) |
| 202 | Supply and fixing of recess/Surface/Pendentmounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing withheat sink, diffuser/ Reflectorand driver set complete in all respect CAT-AAA As per Sl.No.UPPWD-1401 |
| 203 | Supply and fixing ofrecess/ Surface/ Pendentmounting round10 to 15 Watt LED Down Lighter having Powder coateddie cast aluminium housing withheat sink, diffuser/ Reflector and driver set complete in all respect.. CAT-AA As per Sl.No.UPPWD-1402 |
| 204 | Supply and fixing ofLED Street light Fittinghaving die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 Watt. Confirming to IP 66 protection complete in all respect. CAT-AA As per Sl.No.UPPWD-1421 |
| 205 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00,Air deliveryminimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase ACSupply, earthing etc. complete as required. As per Sl.No.19.1 |
| 206 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. As per Sl.No.1.25 |
| 207 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep As per Sl.No.1.50.1 |
| 208 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes As per Sl.No.1.51 |
| 209 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. 4 way (4 + 12), Double door As per Sl.No.2.4.1 |
| 210 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole As per Sl.No.2.10.1 |
| 211 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole As per Sl.No.2.10.3 |
| 212 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. As per Sl.No.2.11 |
| 213 | Supplying and fixing of 63 Amp. 4 Pole MCB (10KA) \"C\" curve, CAT-AAs per Sl.No.UPPWD-1020(A) |
| 214 | 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 sq. mm 3-1/2 core as per Sl.No. UPPWD 501 (M) |
| 215 | SUB-HEAD -II : EARTHING & LIGHTNING PROTECTION SYSTEM |
| 216 | Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swgand inner GI 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 of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. As per Sl.No.UPPWD-725(A) |
| 217 | Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. As per Sl.No.UPPWD-716 |
| 218 | SUB-HEAD -III : L.T. PANEL |
| 219 | Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB\"s (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mountedon non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB\"s shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc.The Job includes the grounting 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 CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only.CUBICAL PANEL BOARD ( MCCB TYPE )Incoming :No.200Amp. MCCB -1No.Outgoing :63 Amp. MCCB-3 No.Cat.-B. Pannel Cubicle TypeOR outgoing as per site requirment(AS/SLD) As per Sl.No.812 (b) ii |
| 220 | S&F of 200 AMP four pole Mouled case type on load change over switch with enclosure including the cost of labour, T & P and material reuired for proper completion of the work as per direction and satisfaction of Engineer an charge. As per Sl.No. UPPWD-379A |
| 221 | Plumbring Work |
| 222 | SANITARY FIXTURES & ACCESSORIES : I |
| 223 | 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. (a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot restsas per Sl.No. DSR 17.1.1 |
| 224 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lidas per Sl.No. DSR 17.2.1 |
| 225 | 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 . (a)White Vitreous China Flat back wash basin size 550 x400 mm with single 15 mm C.P. brass pillar tap. as per Sl.No. DSR 17.7.4 |
| 226 | Providing and fixingStainless Steel AISI 304 (18/8) kitchen sink as per I.S. 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink with drain board510x1040 mm bowl depth 250 mm as per Sl.No. DSR-17.10.1.1 |
| 227 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe(a) 32mm dia as per Sl.No. DSR 17.28.1.1 |
| 228 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe(b) 40mm dia as per Sl.No. DSR-17.28.1.2 |
| 229 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms.as per Sl.No. DSR 18.65 |
| 230 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in -charge. as per Sl.No. DSR 17.16a |
| 231 | SOIL WASTE & VENT PIPES AND FITTINGS - II |
| 232 | Providing & fixing PVC pipes conforming to IS make workinh pressure 6 Kg/cm² including testing, labour, T&P and all complete fittings. 110mm dia as per Sl.No. Aligarh UPPWD SOR, Ch-23 Item-32 (iii) |
| 233 | Providing & fixing PVC pipes conforming to IS make workinh pressure 6 Kg/cm² including testing, labour, T&P and all complete fittings. 75mm dia as per Sl.No. Aligarh UPPWD SOR, Ch-23 Item-32 (i) |
| 234 | WATER SUPPLY PIPES AND FITTINGS - III |
| 235 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall25mm dia nominal dia pipes as per Sl.No. DSR 18.7.3 |
| 236 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall32mm dia nominal dia pipes as per Sl.No. DSR 18.7.4 |
| 237 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall40mm dia nominal dia pipes as per Sl.No. DSR 18.7.5 |
| 238 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.15mm dia nominal dia pipes as per Sl.No. DSR 18.8.1 |
| 239 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.20mm dia nominal dia pipes as per Sl.No. DSR 18.8.2 |
| 240 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. (a) 15mm nominal bore as per Sl.No. DSR 18.21.2.1 |
| 241 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931(a) 15mm nominal bore as per Sl.No. DSR 18.49.1 |
| 242 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (a) 15mm nominal bore as per Sl.No. DSR 18.50.1 |
| 243 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 (a) 15mm nominal bore as per Sl.No. DSR 18.53.1 |
| 244 | Providing and fixing gun metal gate valve with wheel of approved quality. (a) 25mm dia nominal bore as per Sl.No. DSR 18.17.1 |
| 245 | Providing and fixing gun metal gate valve with wheel of approved quality. (d) 32mm dia nominal bore as per Sl.No. DSR 18.17.2 |
| 246 | Providing and fixing gun metal gate valve with wheel of approved quality. (e) 40mm dia nominal bore as per Sl.No. DSR 18.17.3 |
| 247 | Providing and fixing brass stop cock of approved quality. (a) 15 mm nominal bore as per Sl.No. DSR 18.16.1 |
| 248 | Providing and fixing brass stop cock of approved quality. (b) 20 mm nominal bore as per Sl.No. DSR 18.16.2 |
| 249 | 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. as per Sl.No. DSR 18.48 |
| 250 | SCHEDULE OF QUANTITIES FOR INTERNAL & EXTERNAL SEWERAGE SYSTEM - IV |
| 251 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. (a) Pipes 80mm to 300mm diameter. as per Sl.No. DSR 2.10.1.2 |
| 252 | Providing, laying and joining glazed stone ware pipes grade \"A\"with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. (a) 100mm diameter as per Sl.No. DSR 19.1.1 |
| 253 | Providing, laying and joining glazed stone ware pipes grade \"A\"with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. (b) 150mm diameter as per Sl.No. DSR 19.1.2 |
| 254 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. (a) 100mm diameterS.W. Pipe as per Sl.No. DSR 19.2.1 |
| 255 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. (b) 150mm diameterS.W. Pipe as per Sl.No. DSR 19.2.2 |
| 256 | Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design. 150 x 100 mm size P type as per Sl.No. DSR 19.4.2.1 |
| 257 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 7.5 (i) For Sewer Line as per Sl.No. DSR 19.7.1.1 |
| 258 | Fire Fighting System |
| 259 | Supply and Fixing of Fire Extinguisher ABC Type 6.0 kg. Capacity ( ISI Market IS : 15683 & TAC approved ) complete with initial charge and wall bracket, along with supply of all materials and labour for propercompletion(Firiecon/LifeGurd/Firefit/Excell) as per Sl.No. UPPWD 1131 |
| 260 | Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity(ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. as per Sl.No. UPPWD 1132 |
| 261 | Septick Tank |
| 262 | Size :- Length = 4.00 M. Width = 1.20 Total Depth =1.95M |
| 263 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. From 0.00 mt to 1.50 mt as per Sl.No. DSR 2.8.1 |
| 264 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 1.50mt to 3.0 mt as per Sl.No. DSR 2.8.1 + 2.26.1 |
| 265 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. as per Sl.No. DSR 4.1.8 |
| 266 | 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. as per Sl.No. DSR 4.1.3 |
| 267 | Reinforced cement concrete work in beams, suspended floors, roof having slope upto 15 degree, landings, balconies, shelves, chajjas, lintels, bands, staircases and spiral staircases etc. above plinth level up to floor V level, excluding the cost of centering, shuttering, finishing and reinforcement : in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)-Slab as per Sl.No. DSR 5.3 |
| 268 | Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand). as per Sl.No. DSR 6.1.1 |
| 269 | Steel reinforcement for R.C.C. work ready to use \"cut and bend\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 as per Sl.No. DSR 5.22 B.1 |
| 270 | 12 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 sandas per Sl.No. DSR 13.9.1 |
| 271 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). as per Sl.No. DSR 11.3.1 |
| 272 | Supply & Laying of 40 mm gauge over burnt brick ballast including all materials, labour and T&P etc. for proper completion of the work. as per Sl.No. DSR 0287 |
| 273 | Providing and fixing soil, waste and vent pipes : 75mm diameter : Centrifugally Cast (Spun) Iron Socketed Pipe as per IS : 3989, 75 mm diameter as per Sl.No. DSR 17.35.2.2 |
| 274 | 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 Sl.No. DSR 19.15.1 |
| 275 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 450 mm internal diameter as per Sl.No. DSR 19.19.1.3 |
| 276 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 500 mm internal diameter as per Sl.No. DSR 19.19.2.2 |
| 277 | Centering & shuttering including strutting, propping etc. and removal of form for slab as per Sl.No. DSR 5.9.3 |
| 278 | Rain Water Harvesting |
| 279 | Size :- [3.00 X 2.00 X 3.60] |
| 280 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. From 0.00 mt to 1.50 mt as per Sl.No. DSR 2.8.1 |
| 281 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 1.50mt to 3.0 mt as per Sl.No. DSR 2.8.1+2.26.1 |
| 282 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. as per Sl.No. DSR 4.1.8 |
| 283 | Reinforced cement concrete work in beams, suspended floors, roof having slope upto 15 degree, landings, balconies, shelves, chajjas, lintels, bands, staircases and spiral staircases etc. above plinth level up to floor V level, excluding the cost of centering, shuttering, finishing and reinforcement : in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)-Slab as per Sl.No. DSR 5.3 |
| 284 | Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand). as per Sl.No. DSR 6.1.1 |
| 285 | Steel reinforcement for R.C.C. work ready to use \"cut and bend\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 as per Sl.No. DSR 5.22 B.1 |
| 286 | 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 : 4 Coarse sandas per Sl.No. DSR 13.5.1 |
| 287 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). as per Sl.No. DSR 11.3.1 |
| 288 | Supply & Laying of 40 mm gauge over burnt brick ballast including all materials, labour and T&P etc. for proper completion of the work. as per Sl.No. DSR 0287 |
| 289 | 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 Sl.No. DSR 19.15.1 |
| 290 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 500 mm internal diameter as per Sl.No. DSR 19.19.2.2 |
| 291 | Centering & shuttering including strutting, propping etc. and removal of form for slab as per Sl.No. DSR 5.9.3 |
| 292 | 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. Drilling of 300mm dia bore hole manually. as per Sl.No. DSR 23.2.1.1 |
| 293 | 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. 150 mm nominal size dia as per Sl.No. DSR 23.4.2 |
| 294 | 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 Sl.No. DSR 23.8 |
| 295 | DRAINAGE NETWORK |
| 296 | Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth, Pipes 80 mm to 300 mmdiameter as per Sl.No. DSR 2.10.1.2 |
| 297 | Providing and laying NonpressureNP2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand) includingtestingof joints etc. complete. 150 mm.dia. RCCPipes as per Sl.No. DSR 19.6.2 |
| 298 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design. 150 mm. dia. as per Sl.No. DSR 19.3.2 |
| 299 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of .class designation 7.5 as per Sl.No. DSR 18.33 |
| 300 | Installation of Submersible Pump - 2 NOS. |
| 301 | (A) Boring 150 dia bore hole including labuar, T & P etc. required for proper compelete of the work.AS PER MAINPURIUPPWD SOR |
| 302 | (B) Lowring 110 dia mm PVC pipe in bore hole including labuar, T & P etc. rquire for proper compelete ofthe work. AS PER MAINPURIUPPWD SOR |
| 303 | (C) Providing and fixing 110 mm dia PVC pipe 6KG/cm2 AS PER MAINPURIUPPWD SOR |
| 304 | (D) Shrounding and packing graded coarse sand in between bore wall & the Strainer including supply of coarse sand, labour, T&P ete required for proper compeletion of work. As per Sl.No. DSR-23.7 |
| 305 | (E) Providing and fixing G.I. pipe 32mm dia Nominal bore compelete with GI Fitting As per Sl.No. DSR-18.12.3 |
| 306 | (H) Submersible pump Kirlosker / Crompton or equivalent 2.0 HP I.S.I. marked.AS PER MAINPURIUPPWD SOR |
| 307 | (I) Single fase stater for submersible of I.S.I marked. AS PER MAINPURIUPPWD SOR |
| 308 | (J) 2.5 mm Sq cable for submersible moter pump. AS PER MAINPURIUPPWD SOR |
| 309 | (K) 4 Inch dia MS clamp made with 32*5 mm flate iron with nut & bolt as per Sl.No. DSR 23.14.1 |
| 310 | (L) 100 mm dia & P.V.C endcap. AS PER MAINPURIUPPWD SOR |
| 311 | (M) Solution for jointing P.V.C pipe. 250 gram AS PER MAINPURIUPPWD SOR |
| 312 | (N) 32 mm C.P.V.C pipe as per Sl.No. DSR 18.9.4 |
| 313 | (O) Developing of bore well by over pumping and back washing till the discharge is free from turbidity not greater then 20 p.p.m. after 20 minutes of starting of pump including hiring charges of pump set, labours, T&P complete required of completion of work. as per Sl.No. DSR 23.12 |
| 314 | (P) Nylon cloth for strainer including plastic rope, cutting holes in PVC pipe etc complete.AS PER MAINPURIUPPWD SOR |
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