Tender for external development work of 72 houses of Alaap Aaye class on part of Khasra number 93 of Jiyamau, 1 DEVELOPMENT WORK 2 (D) Drain Work 3 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil 4 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-III) : 8 graded stone aggregate 40 mm nominal size) 5 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-III): 3 graded stone aggregate 20 mm nominal size) 6 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) : 3 graded stone aggregate 20 mm nominal size) 7 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. 8 Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 9 Mild Steel or Iron Work in plain work such as reinforced concrete work wrought to required shape as necessary including binding for proper completion of the work and including supply of steel & wastage, over lapping and hooks. (S.I. No. 504) 10 (E) Boundry Wall 11 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 25 km also including rammaning and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 12 Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirementsoflines,gradesandcrosssections,and transporting to the embankment location within all lifts and lead upto 15 KM 13 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-III) : 8 graded stone aggregate 40 mm nominal size) 14 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) 15 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-III): 3 graded stone aggregate 20 mm nominal size) 16 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) : 3 graded stone aggregate 20 mm nominal size) 17 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. 18 Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 19 Mild Steel or Iron Work in plain work such as reinforced concrete work wrought to required shape as necessary including binding for proper completion of the work and including supply of steel & wastage, over lapping and hooks. (S.I. No. 504) 20 Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR No. 13.80 21 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (DAR No. 13.46.1 SOR 2020-21) 22 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing andimilar works, including applying priming coat of approved steel primer.M.S. tube (DAR No. 10.26.1 SOR 2020-21) 23 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coatapplied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approvedbrand and manufacture 24 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in oundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (PWD SOR 6.1.1 /2020-21) 25 (F) Road Work 26 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil (PWD SOR 2.1.1/2020-21) 27 Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on perpared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratoy roller to achieve the desired density complete as per clause 401.For Grading I Material (GSB-I) 28 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-III): 3 graded stone aggregate 20 mm nominal size) 29 Trimixing of R.C.C. surface with hardner 3.5 kg/Sqm including proper completion of work. 30 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath,parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & patternover 50mm thick compacted bed of sand, compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by usingplate vibrator, filling the joints with sand and cutting of paver blocks as per required sizeand pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-inCharge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern 31 Mild Steel or Iron Work in plain work such as reinforced concrete work wrought to required shape as necessary including binding for proper completion of the work and including supply of steel & wastage, over lapping and hooks. (S.I. No. 504) 32 (G) Sewer Work 33 Excavation for depth below ground level for laying sewers, manholes, gully pits, chambers, sump etc. in ordinary soil (earth sand, loam and clay) including cutting of joints pits, trimming, dressing, levelling, refiling of trenches in 20 cm layers watering and ramming the same including removal of surplus earth or other dismantled materials upto a distance of 50 m from the centre of trenches. 34 0.00 - 1.50 m 35 Supply & Laying of Double wall corrugated (DWC) pipes made of PP confirming to IS 16098 P-2 (Make Astral / Rex, Alom, Supreme)For leak proof Joints “Double Wall Corrugated (DWC) Pipe above 150mm ID ( in all the stiffness classes ) , should be supplied with Integral non-detachable socket having a minimum ring stiffness of 4 KN/m2 when tested individually according to Annexure C of IS-16098 Part I.For proper and leak tight jointing, Pipes of 200 & above sizes shall be joined with the help of Jacks only - to be provided by the pipes suppliers . No manual jointing is permitted for >200mm sizes. DWC pipes Manufacturer /or its group company should have at least 3 years’ experience of production of any type/ specification of Double Wall corrugated ( DWC ) pipes. The Elastomeric Rings used must be of ISI mark only. The manufacturer of the pipes should also have valid accreditation for ISO 9001 & ISO 14001.(Technical Requirements / amendments required In line with the Standard – 16098) 36 250 mm ID Sn8 37 300 mm ID Sn8 38 Construction of 1.00x1.20x1.50 m internal size manhole as per standard dsign and specification of LDA & including 30 cm thick cement concrete 1:4:8 base & channel (with 40 mm stone ballast, coarse sand & cement), brick work one & half brick work thick in 1:4 cement & coarse sand mortar & with neat cement finish including 16 mm dia M.S. bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement, coarse sand and 2 cm guage stone grit with includingCircular Shape 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-35), floor with 1:2:4 cement concrete all complete as per Engineer in charge of work (height will be measured from invert of pipe to bottom of the slab (analysis rate). 39 Addition / subtractionMasonry shaft 1.00 x 1.20 m size as per slandard design & specification of LDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 16 mm dia MS bar foot rest embedded with 1:2:4 cement concrete as 23 cm. centre to centre all complete as per of Engineer in charge of work. (analysis rate) 40 Construction of 0.60x0.60x1.50 m internal size connecting chamber as per standard design and specification of LDA & including 15 cm thick cement concrete 1:4:8 base & channel (with 40 mm stone ballast, coarse sand & cement), brick work 23 cm thick brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 16 mm dia M.S. bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre with includingCircular Shape 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-35), floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the slab) (analysis rate). 41 Addition/ subtraction Masonry shaft 0.60x 0.60 mtr size as per slandard design & specification of LDA having one brick work in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 16 mm dia MS bar foot rest embedded with 1:2:4 cement concrete as 23 cm. centre to centre all complete as per of Engineer in charge of work. (analysis rate) 42 Construction of 1200mm internal Dia at bottom and 560mm dia at top in (1 cement & 4 coarse sand mortar) in side 12mm thick Plaster in 1:4 cement & coarse sand mortar finish with Floating coat of neat cement including PCC 1:4:8 (cement, coarse sand) & 40mm gauge stone ballast 300mm thick and making necessary channel in cement concrete 1:2:4 (cement, coarse sand) & 20mm gauge stone grit) finish with Floating coat of neat cement including 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-B118) and P/F M.S. foot rest all complete as per standered design LDA 43 Addition/ subtraction depth for cicular type manhole 1200mm internal dia at bottom. 44 (H) Water Line Work 45 Excavation for Pipe Line, ordinary soil (Loan clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 50 m & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 50 m from the foundation trenches. (0.00 to 1.50 m B.G.L.) 46 Supply & Laying of the following of sizes of AC/ HDPE pipe with all jointing materials confirming to latest relevant IS 1592 & IS 4984:1995 or its latest amendment with coupiers including complete in all respect F.O.R destination including all comlete of the work. 47 110mm dia HDPE Pipe 48 a) Supply for specials for above HDPE Pipe Item No-2 (Item No-3 @ 5@ of qty) 49 b) Supply for specials for above HDPE Pipe Item No-2 (Item No-4 @ 5@ of qty) 50 Providing Cast Iron Detachable (C.I.D.) Joints to PVC Pipe/ Asbestos Cement Pressure Pipes and Plain Ended C.I. Specials of the following nominal diameter with Collar, Rubber Ring, Flanges, Bolts and Nuts complete including testing of Joints. 51 100 mm dia 52 Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tall pieces if required will be paid separately) 53 100 mm dia 54 Providing and fixing spindle Fire Hydrant with 200 mm outlet complete with components (80 x 65 mm) 55 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required wil be paid separately) (150 mm dia) 56 Construction of Sluice Valve (S.V.), Air Valve Chamber (1.00x1.20x1.20m) internal size including excavation of foundation and concrete base with 1:4:8 (cement, coarse sand & 40 mm stone ballast) 15mm thick, M-150 B/W (1:4) cement, coarse sand including plaster 12mm thick 1:4 cement & coarse sand with neat cement finish, RCC cover 15 cm. thick in 1:1.5:3 (cement, coarse sand & 20 mm stone grit) complete in all respect as per LDA specifications. 57 (I) Rainwater harvesting system of size 58 1.46 m radius as follows 59 Part A-Well Work 60 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil(Rfs 2.1.1/20) 61 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-III) : 8 graded stone aggregate 40 mm nominal size) (Ref4.1.8 /2020-21) 62 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) (Ref4.1.2 /2020-21) 63 Ist ClassBrick work in 1:6(1 cement :6 Coarse sand) mortar in foundation and plinth including supply of all materials labour t&p etc required for proper completion of the work.(Ref 6.1.2/2020-21) 64 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (Ref5.9.1/2020-21) 65 Mildsteel or iron in plain work shch as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and includingsupply of steel and wastage hooks and overlapping. (SI.No.-504) 66 S/F of sewer chamber RCC Main hole cover with frame etc all complete. 67 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil(Rfs 2.1.1/20) 68 12 mm thick plaster with cement mortar in Proportion of 1:4 cement & Coarse sand including supply of all materials labour t&p etc required for proper completion of the work.(Ref 13.1.1/2020-21) 69 Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm. in recharge pit, in the required thickness for all leads & lifts, all complete as per direction of Engineer-in-charge. 70 Supplying, filling, spreading & leveling stone boulders of size range 5cm to 8 cm. in recharge pit, in the required thickness for all leads & lifts, all complete as per direction of Engineer-in-charge. 71 Supplying, filling, spreading & leveling stone boulders of size range 3mm to 5 mm. in recharge pit, in the required thickness for all leads & lifts, all complete as per direction of Engineer-in-charge. 72 Bore holes of 8 inches outer dia and 6 inches Dia of PVC pipes upto second aquifer (Approx. 80ft.) with gravel packing 73 Circular Geo-membrane 74 Total Cost of 120 Micro Injection well ( 6 inches Drilling dia and 10m deep ) 75 Part-B (Laying of Pipe) 76 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil(Rfs 2.1.1/20) 77 Supply, Laying,Carting & Jointing following dia of P.V.C. pipe all complete ( Analysed Rate ) 78 ( a ) 160 mm dia 6kg /m2 79 ( b ) 200 mm dia 10kg/m2 80 Supply & Stacking at site PVC Specials (Conforming to IS 7834-1975 Injection Moulding) 81 ( a ) 160x160x110 mm dia Tee 82 (b)Bend (160mm dia) 83 © Coupler (160mm dia) 84 Construction ofchamberof Internal size0.45mx0.45x0.45mwithclass150B/Win1:4cementandcoarse sand morter base concrete 1:5:10 (1 cement : 5 coarse sand : 10 Brick ballast 40 mm size) 12mm thick plaster in 1:4 cement and coarse sand morter with neat finished and 8cm thick PCC 1:2:4 (1 cement : 2 coarse sand : 4 stone grit 20 mm size in floor and cunet including R.C.C. Cover with 8.0cm thick including cost of all material, labour T&P etc required for proper completion of the work.(A/R) 85 Submersible Work 86 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 & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.300 mm dia. (23.1.1.1) 87 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings &ccessories, all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia having minimum wall thickness 5.00 mm( 23.10.2) 88 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & ccessories, all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia.( 23.11.2) 89 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.(PWD SOR 23.9/2020-21) 90 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, allcomplete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. ( 23.12) 91 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 23.6/) 92 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.( 23.7/) 93 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.( 23.8) 94 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia(P 23.13.2) 95 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. ( 23.14.2) 96 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm dia( 23.15.2) 97 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 62.50 mm nominal inner dia Pipes (18.9.7) 98 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavatedearth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:.3 m & Avove2.6.1) 99 Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)(PWD SOR 4.1.8/2020-21) 100 Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)(PWD SOR 4.1.2/2020-21) 101 Mildsteel or iron in plain work such as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and includingsupply of all steel and wastage & overlapping & hooks.(PWD SOR 504/2019-20) 102 KSB Pumpset 5 HP 3 Phase (Rate as per Price List 35626+10% CP) 103 L & T 5HP control pannel complete with Auto manual switch, single phasing. 104 Finolex cable 4 Sqmm 105 Pumpset lowering & Lifting 106 Steel wire rope 107 Kit Kat fuse unit 63A 108 Arrengement of tractor trolly tankar with including driver & POL 4 Wheel etc all completed of work. 109 Reservewire Tank 110 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. PWD SOR 2.8.1/2020-21 111 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (PWD SOR 4.1.8/2.20-21) 112 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)(PWD SOR 5.1.2/2.20-21) 113 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 natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (PWD SOR 5.2.2/2.20-21) 114 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,huttering, 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 size derived from natural ources). (5.3) 115 Mild steel or iron in plain work such as reinforced concrete or reinforcedbrickwork(whennot wroughttoincludedin overallrates)wroughttorequiredshapeas necessary including bending forproper completionof thework and includingsupplyofsteelitswastagebendhooksand authorizedoverlappingshallbemeasureduptofloortwo level. as per 116 Foundations, footings, bases of columns, etc. for mass concrete 117 Suspended floors, roofs, landings, balconies and access platform (PWD SOR 5.9.3/2.20-21) 118 Columns, Pillars, Piers, Abutments, Posts and Struts 119 Supply and Instalation & Testing CromtonSubmersible Sewage Pump set 5 HP 3 Phase on discharge 1100 LPM (@ 33600.00 including GST ) 120 L & T 5HP control pannel complete with Auto manual switch, single phasing. 121 Finolex cable 4 Sqmm 122 Kit Kat fuse unit 63A 123 SE of 11 mt long . steel tubular pole 410 SP 55 groutedin 1:3:6 CC foundation complete with painting as per direction of E/I. at site. based on Analysis Rate 124 SE of double pole structure with 2 nos. steel tubular pole 410 SP 55,11 mt long in 1:3:6 CC foundation including 2 nos. channel cross arms of 125mm x 75 mm (7.9 Kg/Mtr.) one no channel cross arms of 75mm x 40mm (6.8 Kg/Mtr.) 2 No. 50 x 50 x 6mm angle iron bracings with necessary nut bolts & packing pieces complete with painting as per direction of E/I. at site. based on Analysis Rate 125 Supplying of 50 mm X 8 mm M.S. flat iron pole top bracket/cross arm for single 11/22/33 KV over head line conductor complete with fixing clamps,bolts, nuts and washers drillin holes for insulator pins, bolts and nuts etc and painting with primer and finish paint as required. (DSR-13.3 ,2018) 126 Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross arm for two 11 KV over head line conductors complete with 50 mm X 50 mm X 6 mm (angle iron bracket welded to the channel iron and complete with 50 mm X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes for insulator pins, bolts, nuts and washers etc (as per drawing) and painting with primer and finish paint as required.(DSR-13.4,2018) 127 Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg permetre) V shape cross arm for two 11 KV over head line conductors complete with 50 mm X 6mm M.S. flat iron clamps,bolts and nuts including drilling holes for insulator pins, bolts,nuts and washers etc (as per drawing) and painting with primer and finish paint as required.(DSR-13.5,2018) 128 supplying of 50mm x 50mm x5 mm size 1.80 mt long angle iron for G.I. Garding complite with 50x6 mm size M.S. clamp all complite as per Direction of E/Ic. 129 Erection of pole top/ straight two wire/ V shape two wire, angle iron/ channel iron, cross arm on steel tubular/ rail/ PCC pole for11/22/33 KV as required (DSR-13.6,2018) 130 Supplying and erection of 11 KV pin insulator complete with large steel head G.I. pin, nuts, washers etc. as required.(DSR-13.10) 131 Supplying and erection of 11 KV disc insulator for 11 KVover head lines with galvanised insulator fittings, ball and socket type and complete with galvanised strain clamps, bolts, nuts,washers etc. as required.(DSR_13.11) 132 Supply & erection of overhead line with ACSR conductor on poles / service bracket including binding etc. complete inall respects.(PWD,SOR-627/2018) 133 Supply & erection of overhead line with G.I. wire no. 8 to 4 SWG on poles/serivce bracket including binding etc. complete in all respect(PWD,SOR-628/2018) 134 Supply & erection of hexagonal / cradle type gaused of G.I.wire no. 8 to 4 SWG including binding etc. complete in all respect.(PWD,SOR-629/2018) 135 Supply & erection of stay set at least 3.5 Metres away from the pole complete with galvanised 19 mm dia x1.80 Metre long stay rod, 30 cm x 30 cm x 6.3 mm anchor plate, thimble stay clamps, stay insulator, 19 mm x 600 double screw tightener, 7/4.00 mm G.I stay wire etc. in 1:3:6 cement concrete complete in all respect.(PWD,SOR-630/2018) 136 Painting of the electric pole with 2 coats of aluminium paint over red oxide primer complete in all respect.(PWD, SOR-634/2018) 137 S/B of earth rod 20 mm dia 2.5 mt long including GI wire 7/16 SWG to connected earth rod and earth clamp on pole,3 mt long steel conduit to carry earth wire along the pole complite as per approved of E/Ic.(Approved Rate} 138 Supplying and erection of three piece nonlinear resistor type lightning arrestor suitable for 3 wire, 11 KV overhead lines with rated voltage 9 KV (rms) with a nominal discharge current rating of 5 KA and complete with galvanised clamping arrangement,G.I. bolts, nuts, washers etc. as required.(DSR-13.13,2018) 139 SE of 11 KV TPMO switches on poles including handle rod etc. complete in all respects as approved by EI. (Previous Sanction Rate) (PS Rate) 140 SE of 11 KV D.O. fuse set on poles complete in all respects as per approval of EI. (Previous Sanction Rate) (PS Rate) 141 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.(PWD SOR-725(A)/2018) 142 SM suitable earthing of the natural / body of the transformer /D/F/ lightening arrester etc. with 600mm. x 600mm. x 6mm. G.I. plate buried vertically 6 mtr. below ground level of water level and surrounded by 150mm. thick alternate layers of carcoal and salt including 2 nos. leads of 7/8 SWH. G.S. stay wire in G.I.pipe of 40mm. dia as per direction and approval of EI.(P.W.D. S.I.2018 Item No. 703) 143 Supply and Laying of 80 mm dia G.I. pipe for the purpose of cable on the run pole through this G.I. pipe from level as cable carrier pipe should be tied with 2Nos. 50x6mm flat iron clamp with pole as per direction of E/I as per Builders Friend April 2007 144 Supply and fixing of 250 KVA, 11/0.433 KV, 3- Phase, 50 Cycles, ONAN cooled, Delta/Star (Dyn 11 Group), Copper Wound Transformer with first fill of Transformer Oil and standard fittings confirming to IS-1180/2014 having Energy Efficiency Level-II.( as per PCL approved)with all assessores etc. complete as per direction of E/Ic Make- MEI/ KOTSON (AnalysisRate) 145 Supply and fixing of 2 metres high cage fabricated with 3 mm thick expanded metal fixed on 50 mm x 50 mm x 6 mm angle iron frame having vertical members spaced at 1 to 1.25 mts. and horizontal members spaced at 1mt. The vertical members shall be grouted in floor and horizontal members in the wall to a depth of 300 mm with ends forked. The cage shall have 2000mm x 1000mm size one leaf door with locking device having door frame fabricated with 35mm x 35mm x 6mm angle iron and 3mm expanded metal duly fixed with the cage member with hinge etc. the cage shall be painted with red oxide primer and synthetic enamel paint. The job includes all materials, labour T & P etc. for proper completion of work.PWD, SOR-1142, 2018 146 Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundationincluding the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. PWD, SOR-641/ 2018 147 Supply and fixing ofLED Street light Fitting with mandatory driver set having dia castaluminium body and lences suitable for 52 to 72 Watt. Confirming to IP 66 and aboveProtectionhaving company LOGO Engraved complete in all respect including labour.CAT- AAA -6600-7920 system lumens,high power LED with lences ,>110 lumen/watt,PF>0.95,potted driver set (Not circuitary),Phase to Phase protection at 440 V & >300 V auto cut and restart feature with 5 year warrentee.(-1422,2018) 148 Supply and wiring of submains with 2 nos. 2.5 sq mm & with 1 no earth wire of 1.5 sq mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing PVC conduit complete, including supply of all material, labour andT & P etc. required for proper completion of the work as directed by Engineer in charge.required for proper completion of the work as directed at site by Engineer in charge.(291) 149 Supplyandlayingof aluminiumconductorPVCinsulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 150 16 Sqmm4 Core 151 70 Sqmm 3.5 Core 152 150 Sqmm 3.5 Core 153 400 Sqmm 3.5 Core 154 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 theE/Ic 155 16 sq. mm 156 70 sq. mm 157 150 Sqmm 158 400 Sqmm 159 Supply and fixing of 40 amp TPNautomatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of timer switch TSO 100 series with contractors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect. (807(F)/2018) 160 Constructionof Solid B/W Transformer Plinth of size 1.5mx1.5mx1.25m above G.L.The top of the plinth shall be of RCC15 cm thick with material & labour all complete as per direction of E/Ic. ( Rate Based on PWD schedule civil2019) 161 Supply and fixing ofMain TPN distibutionfeeder piller box with 5Nos. 300Amp. Henley type 3 phase telise unit set .TPN pillar Box made with MS sheet Having Both side opening & locking arrangment vermium proof complite with painting over red oxide primer paint all complete as per direction of E/I. 162 Supply and laying of3 core standered aluminium conductor XLPE(Cross linked polyethylene)insulated PVC bedded, Galvanised flat steel strip armoured cables confirming to I.S. 7098 (Part-II with latest amendments) II KV grade at a depth of 900 mm below ground level over a cushion of 100 mm thick fine river sand all around and protected with well burnt bricks on sides and on top put across. The armouring of cable shall be properly connectedwith earth conductor by clamps etc. 163 70 sq. mm 3 core(-506(D)) 164 supplying and making 70 sqmmindoor cable end termination with heatshrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required all complite as per direction of E/Ic. (DSR-10.4.1/2018) 165 Supply & Installation of 125 A meter panel board suitable 415 V, 3 phase 4 wire 50 hz. Power distribution system, The board panel should be indoor, free standing, floor mounting,sheet metal clade, cubicle type , dead front,dust & vermin proof type design fabricated out of 18 SWG CRCA sheet steel ,complete with colour coded heat srinkable PVC insulated, tree phase aluminium bus bars & seperate earth bus bar of adequate cross section through out the length of the panel.The incoming & outgoing feeders shall be accommodated in a fully segrergated, modular multitier arrangement withadequate size & distinct cable alley, busbar alley/ chamber. The panel shall be complete with name plate, earthing, numbering, danger plate & suitable size plinth etc.as required and as per specifications and drawings. The panel shall with stand the fault level of 25 KA.Dimension of meter board should be 2100 mm x1425 mm x 250 mm. andBase channel of 125 X65 X 6 mm with 1 phase (2 x12 no).24 Nos Energy meter panel boardsconnected along with -L shape or as per site requirement,1 Noincomer MCCB 125 Amp 4 Pole complete in all respect as per direction and Approvel of E/Ic.
