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| 1 | SCHEDULE-A PART-I ( LGSFBUILDING WORKS) |
| 2 | Construction of 01 No (G+I) LGSF Building for 42 Mahila Soldiers including all internal & external finishes, all connected fittings & fixtures, making provisioning for other schedule items from schedule No. 2 to 4, Vitrified Tiles flooring, Granite stone slab in steps , Ceramic Tiles in wall Toilet & Bath rooms, Non Skid Tiles in Toilet & bath room floor , Plinth protection with drains and Anti Termite Treatment .All as per standard specification and drawing Number . DGAR/Engr/LGSF/353 Sheet No. 1/22 to 22/22(Excluding internal electrifications, internal water supply & sanitary fittings which are listed in subsequent schedules) |
| 3 | SCHEDULE-A PART-II ( Internal Electrifications) |
| 4 | 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 pointwith 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group B |
| 5 | Wiring for One light point controlled by 10A SP MCB with 2x1.5 and earthing with 1.5 sq mm PVC insulated copper coductor earth wire in surface/recessed medium class PVC conduit etc. as required.(without cost of sp mcb) |
| 6 | 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. |
| 7 | (a) 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 8 | (b)2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 9 | (c) 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 10 | (d)4 X 6 sq. mm + 2 X 6 sq. mm earth wire |
| 11 | (e)4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 12 | (f)4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
| 13 | Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. |
| 14 | Supplying and drawing UTP 4 pair CAT 6 LAN in the existing surface/ recessed steel/ PVC conduit as required. |
| 15 | One Run of cable |
| 16 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. TV antenna socket outlet |
| 17 | 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. |
| 18 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. (For telephone, tv socket and bell push)1 or 2 Module |
| 19 | 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 |
| 20 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 21 | 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 and 1.5 sqmm FRLS PVC insulated copper conductor single core cable as earth wirein existing surface steel/ PVC condiut including dismantling as required.Group B |
| 22 | Supplying & fixing suitable size GI box with modular plate and cover in front on surface or in recess including prociding and fixing 25 A socket outlet and 25 A modular SP MCB, \"C\" curve including connections, painting etc. as required. |
| 23 | 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 earthingetc. as required. (But without MCB/RCCB/ Isolator) 6 Way (4+18), Double Door |
| 24 | Supplying and fixing following way, horizontal type single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthingetc. as required. (But without MCB/RCCB/ Isolator) 6 Way Double Door |
| 25 | 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 |
| 26 | 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.Triple pole and neutral |
| 27 | Supplying and fixing four pole 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 Amps |
| 28 | Supplying and fixing four pole 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 Amps |
| 29 | Supplying and fixing following rating, double pole, (Single phase and neutral), 240 volts,residual current circuit breaker (RCCB), having a sensitivity current upto 30mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 25 Apms |
| 30 | Supplying and fixing following rating, double pole, (Single phase and neutral), 240 volts,residual current circuit breaker (RCCB), having a sensitivity current upto 30mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 Apms |
| 31 | Supplying and fixing following rating, double pole, (Single phase and neutral), 240 volts,residual current circuit breaker (RCCB), having a sensitivity current upto 30mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 Apms |
| 32 | Supplying and fixing following Sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 20 mm |
| 33 | Supplying and fixing following Sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25 mm |
| 34 | Supplying and fixing following Sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 32 mm |
| 35 | Supply and fixing 8W Led tube rod comprising of LED tube with non-integral/integral driver, upto 6500K color temp having 40000 burning hrs life with minimum @ L 70, system lumen output should be minimum with system efficacy> 100 lm/Watt. LED driverPF> 0.95 & THD < 20%. The colour rendering index of LED light should be more than 70. |
| 36 | Supply and fixing surface mounting LED down lighter, LED of 12w assembled on single MCPCB, having color temp upto 6500K & having 50000 burning hrs. life with minimum @ L 70, system lumen output should be minimum with efficacy>100 lm/Watt. LED driver PF> 0.95, THD < 20% & surge protection 4KV. The colour rendering index of LED light should be more than 70. Housing made of pressure die cast aluminium/CRCA powder coated frame with glare free diffused polycarbonate cover. |
| 37 | Supply and fixing of LED Luminaires BATTEN 20W LED Tube Light of Box Type Prewired Indoor Luminaire with Energy Efficient Electronic Ballast, with End CapsComplete as Required.(Technical Data - System power 20W, CRI ≥80, Power Factor ≥0.95, System Luminous Efficacy ≥100). |
| 38 | Supply and fixing 8W LED down lighter, LED tube with non-integral/integral driver, upto 6500K color temp having 40000 burning hrs life with minimum @ L 70, system lumen output should be minimum with system efficacy> 100 lm/Watt. LED driver PF> 0.95 &THD < 20%. The colour rendering index of LED light should be more than 70. |
| 39 | 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 delivery minimum 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.), insulationresistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 40 | Supply and installation of heavy duty type exhaust fans of following size sweep with gravity louvers shutters including all accessories/installation materials required make GEC, Crompton./havels305 mm sweep 1400 rpm |
| 41 | DATA NETWORK SYSTEM : Supply installation testing and commissioning of The stylish unloaded Synergy Wallplates were designed specifically to accept the UTP Datagate Connector. The unloaded Synergy Wallplates are available in 1, 2 and 4 port variants, in five colours, to co-ordinate with any decor and any installation size.should be accomodates UTP, STP I/O.SINGLE FACE PLATE WITH GANG BOX |
| 42 | SCHEDULE-A PART-III ( Internal water supply , Sanitary Fittings and Plumbing) |
| 43 | SANITARY FIXTURES |
| 44 | 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:White Vitreous china Orissa pattern W.C. pan of size |
| 45 | 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 and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid. |
| 46 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern. |
| 47 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls whereverrequired:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer. |
| 48 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittingsand brackets, cutting and making good the walls wherever required : Kitchen sink without drain board, 610x460 mm bowl depth 200 mm. |
| 49 | PIPE FITTINGS |
| 50 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes. 110 MM |
| 51 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for 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. Bend 87.5°- 110 mm bend |
| 52 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brassthreaded 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. |
| 53 | (a) 100 mm |
| 54 | (b) 80 mm |
| 55 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 56 | Providing and fixing terminal guard : Sand cast iron S&S as per IS - 3989 |
| 57 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet : Sand cast iron S&S as per IS: 3989 |
| 58 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brassthreaded 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 |
| 59 | (a) Internal work - Exposed on wall. 20 mm nominal outer dia Pipes |
| 60 | (b) Internal work - Exposed on wall. 25 mm nominal outer dia Pipes |
| 61 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brassthreaded 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. External work. 25 mm nominal outer dia Pipes. |
| 62 | Providing and fixing Ball Valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore. |
| 63 | C P BRASS FITTINGS |
| 64 | Providing and fixing uplasticised PVC connection pipe with brass unions : 15mm nominal bore |
| 65 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (1000 ltrs capacity x 5 Nos) |
| 66 | C P FITTINGS |
| 67 | Providing and fixing C.P. brass Bib Cock of approved quality conforming to IS:8931 :(15 mm nominal bore |
| 68 | Providing and fixing C.P. Brass Long Body Bib Cock of approved quality conforming to IS standards and weighing not less than 690 gms. (15 mmnominal bore) |
| 69 | Providing and fixing PTMT pillar cock of approved quality and colour |
| 70 | Providing and fixing C.P. Brass Stop Cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore |
| 71 | Providing & Fixing C.P. brass angle valve |
| 72 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms |
| 73 | Providing and fixing C.P. Brass Shower Rose with 15 or 20 mm inlet : 100 mmdiameter |
| 74 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long Towel Rail with total length of 645mm, width 78 mm and effective height of 88mm, weighing not less than 190 gms. |
| 75 | Providing & Fixing C.P Paper Holder parryware Make |
| 76 | SCHEDULE-A PART-IV ( Lightning Conductors) |
| 77 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 78 | Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. |
| 79 | M& L for test point terminal block made of gun metal orphosphorus bronze size 75x75x25mm drilled and screwedincluding 3Nos 8mm dia 25mm long hex, head screw. |
| 80 | M&L for Aluminium Strip 25x3.15mm with saddles and fixing screws etc, for roof conductors and down conductors above ground. |
| 81 | Providing and fixing 25 mm X 5 mm aluminium strip on surface or in recess for connections etc. as required. |
| 82 | DEVELOPMENT WORKS |
| 83 | SCHEDULE-A PART-V ( EARTH CUTTING & FILLINGS) |
| 84 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. For Length = 15 RM |
| 85 | SCHEDULE-A PART-VI ( INTERNAL ROAD WORK) |
| 86 | 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 |
| 87 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 88 | Supplying and stacking at site. 90 mm to 45 mm size stone aggregate |
| 89 | Supplying and stacking at site 63 mm to 45 mm size stone aggregate |
| 90 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber,applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 63-45 mm size Stone Aggregate |
| 91 | Ditto but 90-45 mm size Stone Aggregate |
| 92 | Supplying and stacking at site.Stone screening 13.2 mm nominal size (Type A). |
| 93 | Supplying and stacking at site.Stone screening 11.2 mm nominal size (Type B). |
| 94 | Supplying and stacking at site. Red bajri |
| 95 | Supplying and stacking at site. Moorum. |
| 96 | 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hotbitumen per cum of stone chippings of 13.2 mm and 11.2mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete.(tack coat to be paid for separately) With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt |
| 97 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 98 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg / sqm. |
| 99 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller all complete. |
| 100 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. |
| 101 | SCHEDULE-A PART-VII ( PATH WAY) |
| 102 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 103 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 104 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). level |
| 105 | Centering and shutteringfor Mass Concrete |
| 106 | Providing and laying 80mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 107 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-incharge). |
| 108 | SCHEDULE-A PART-VIII ( EXTERNAL WATER SUPPLY |
| 109 | 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 : External work |
| 110 | (a)32 mm dia nominal bore |
| 111 | (b)40 mm dia nominal bore |
| 112 | (c) 50 mm dia nominal bore |
| 113 | (d)62.50 mm dia nominal bore |
| 114 | (e)75 mm dia nominal bore |
| 115 | Providing and fixing gun metal non- return valve of approved brand 80 mm nominal boreHorizontal |
| 116 | Construction of Masonary Chamber 60x60x75 inside inBrickwork Cement Mortar 1.6 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 117 | 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 will be paid separately) : 80 mm dia |
| 118 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) |
| 119 | (a)32 mm dia nominal bore |
| 120 | (b)40 mm dia nominal bore |
| 121 | (c) 50 mm dia nominal bore |
| 122 | (d)65 mm dia nominal bore |
| 123 | (e)80mm dia nominal bore |
| 124 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering (for thrust blocks at bends and junctions of water lines ) by 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size) |
| 125 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualityLD- 2.5Rectangular shape 600*450 mm internal dimensions |
| 126 | SCHEDULE-A PART-IX ( EXTERNAL SEWAGE DISPOSAL |
| 127 | Construction of 01 No Septic Tank 100 Users as per specifications and drawing No. DGAR/Engr/355 sheet No. 1/1 |
| 128 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W.drain pipe 100 mm diameter, 1.8 m long complete as perstandard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. Drawing No. DGAR/Engr/356 sheet No. 1/1 |
| 129 | Constructing brick masonry manhole in cement mortar 1 : 4 (1 cement : 4 coarse sand) with RCC top slab with 1 : 2 : 4 mix (1 cement :2 coarse sand : 4 grade stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete as per standard design . Inside size 90 x 80 cm & 45 cm deep including CI cover with frame(light duty) 455 x 610mm internal dimensions, total weight of cover & frame to be not less than 38 kg (weight of cover 23 kg and weight offrame 15 kg) With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5 |
| 130 | Extra for depth for manholes:size 90 X 80 cmWith common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 |
| 131 | Ditto but Inside size 120 x 90 cm & 90 cm deep including CI cover with frame (Medium duty) 560mm internal diameter, total wt. of cover & frame to be not less than 208 kg (wt. of cover 108 kg and wt. of frame 100 kg) 19.7.3.1 With common burnt clay F.P.S.(non modular) bricks of classicdesignation 7. |
| 132 | Extra for depth for manholes:size 120x90 cmWith common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 |
| 133 | Excavating trenches of required width for pipes, cable, etc including excavation for sockets and dressing of sides, ramming of bottoms,depth upto 1.50m including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depthincluding consolidating each deposited layer by ramming, watering,etc & disposing of surplus excavated soil as directed within a lead of 50m.All kinds of soil. Pipes cables etc. exceeding 80 mm dia. But not exceeding 300mm dia. |
| 134 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete : 150 mm dia. R.C.C. pipe |
| 135 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). |
| 136 | Centering and shuttering including strutting, propping etc. and removal of form formass concrete. |
| 137 | Providing and fixing square mouth S. W. Gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of coverto be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design180 x 150 mm. size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 138 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20 mm diameter round bar |
| 139 | SCHEDULE-A PART-X ( STORM WATER DRAINS) |
| 140 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soi |
| 141 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating eachdeposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (40% of Item No. 1) |
| 142 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 143 | Ditto but - 1:5:10 (1 Cement : 5 coarse sand : 10 graded stoneaggregate 40 mm nominal size) |
| 144 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 145 | 12 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) |
| 146 | SCHEDULE-A PART-XI ( EXTERNAL ELECTRIFICATIONS) |
| 147 | FLOOR PANEL ( LOCATED AT GROUND FLOOR )Incoming1 No. 125A FP on load change over switch with 1 no. 125A TPN MCCB(25KA)with extendeble rotary handle each with thermal over current, instantaneous,short circuit release, earth fault.Metering for incoming:Digital Multifunction meter with RS-485 communication port for measurement ofPF, V, A & Hz , equivalent to EM6459,with CT as required.Phase indicating lamps RYB with 2 Amps SP MCB back up.ON / OFF indicating lampsBus Bars:Electrolytic high conductivity Aluminium three phase and neutral busbars rated at80 Amps, insulated with heat shrinkable coloured PVC sleeves & clip on shroudsfor joints. Current density of Bus Bar to be 1.3 sq.mm / amp.Outgoings3Nos. 63 amp TPN MCB of 10 KA breaking capacity2 No. 40 amp TPN MCB of 10 KA breaking capacitySPARE- 2 No. 40 amp TPN MCB of 10 KA breaking capacityFLOOR PANEL as described above . |
| 148 | Supply installation, testing and commissioning of external post top lantern with following and complete as required. |
| 149 | (a) 6m high (5.0m above ground) SP 4 STEEL pole as approved, adopting socket at top for fixture mentioned below, base plate 300x300x6mm andprovision for mounting junction box etc.- 1 set |
| 150 | (b) Erection of Pole in cement concrete 400x400x1000mm deep 1:3:6 ratio cement concrete foundation including excavation , refilling, secured with holding clamps, bolts, nuts, alighnment of poles casting etc. including 100 mm thick lean concrete shall be provided at the bottom. |
| 151 | (c) LED type 50 Watt (Street Light) light fittings of all types with all accessories. |
| 152 | (d) Suitable size Control box with 1 no. incoming and 2 nos. outgoing terminals and 2 nos. tap-out terminal with 1 no.5A HRC fuses complet 1 set |
| 153 | (e) Suitable number (S) 40mm dia Class-B GI Pipes(s) from above control box to upto 0.5 meter below ground level for power cable entry. |
| 154 | LT CABLES Supply of following size of 1.1 KV grade multicore aluminium cunductor PVC sheathed armoured cable as per IS 1554. |
| 155 | (a) 3.5 Core 300 Sqmm |
| 156 | (b) 4 Core 25 Sqmm |
| 157 | (C) 4 Core 16 Sqmm |
| 158 | (d) 3.5 Core 240 Sqmm |
| 159 | (e) 3.5 Core 95 Sqmm |
| 160 | (f) 2 Core 120 Sqmm |
| 161 | (g) 2 Core 50 Sqmm |
| 162 | (h) 2 Core 16 Sqmm |
| 163 | (j) 2 Core 10 Sqmm |
| 164 | GI EARTH PIPE ELECTRODE WITH SALT/ CHARCOALEarthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required |
| 165 | Providing and fixing 25 mm x 5 mm copper strips in 40 mm dia G.I.pipe from earth electrode, including connection with brass nut bolts , spring washer, excavation and refilling etc, as required ( copper plate earthing) |
| 166 | Providing and fixing 25 mm x 5 mm copper strip in 40 mm dia G.I.pipe from earth electrode, including connection with brass nut bolts , spring washer, excavation and refilling etc, as required ( copper GI plate earthing) |
| 167 | Providing & laying earth connection from earth electrode with 6 SWG dia copper wire from earth electrode including connection with GI thimble excavation and efilling etc as required. ( for GI pipe earthing of poles) |
| 168 | Supply & Laying of 25 x 5 mm copper earth strip in surface /recess |
| 169 | Providing and fixing 25mm x 5 mm copper strips on surface or in recess for connections etc. as required |
| 170 | Providing and fixing MV danger notice plate of 200 mm x 150 mm made of mild steel atleast 2 mm thick and vitreous enameled white on both sides & withinscription in signal red colour on front side as required.( on 7mts poles & panels) |
| 171 | LT CABLES LAYING |
| 172 | SMup) plying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part IIcomplete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required |
| 173 | (a) 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 174 | (b) 90 mm dia (OD-90 mm & ID-76 mm nominal) |
| 175 | (c) 120 mm dia (OD-120 mm & ID-103 mm nominal) |
| 176 | (d) 160 mm dia (OD-160 mm & ID-135 mm nominal) |
| 177 | Supplying and making end termination with brass comperession gland and aluminium lugs for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required |
| 178 | (a) 4 Core 25 Sqmm |
| 179 | (b) 4 Core 16 Sqmm |
| 180 | (c) 3.5 Core 240 Sqmm |
| 181 | (d)3.5 Core 95 Sqmm |
| 182 | (e)2 Core 50 Sqmm |
| 183 | (f)2 Core 16 Sqmm |
| 184 | (g)2 Core 10 Sqmm |
| 185 | Excavating trenches 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, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. |
| 186 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2fine sand) including testing of joints etc. complete :150 mm dia. R.C.C. pipe |
