Tender For Provision Of Ug Sump At Sgnr Mil Stn (Amwp Fy 2024-25); 1 Surface excavation n exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. 2 Excavation in trenches not exceeding 1.5 Mtr wide and not exceeding 1.50 Mtr in depth for foundation, etc., not exceeding 10 Sqm on plan in soft /loose soil; & getting out in any type of soil complete all as specified and directed by Engineer-in-Charge. 3 All as per above item no-2 but exc 1.5 m but n.exc 3.0m depth complete all as specified and directed by Engineer - in -Charge. 4 All as per above item no-2 but exc 3.0 m but n.exc 4.5m depth complete all as specified and directed by Engineer - in -Charge. 5 All as per above item no-2 but exc 4.50 m but n.exc 6.0m depth complete all as specified and directed by Engineer - in -Charge. 6 M&L for PCCas in foundation filling and mass concrete type D-2 1:4:8 (40mm graded stone aggregate) complete all as specified and directed by Engineer-in-Charge. 7 Returning, filling in, including spreading, leveling, watering and well ramming in soft/loose soil in layer not exceeding 25 cm thick complete all as specified and directed by Engineer - in -Charge. 8 Removing excavated soil material exc 250 mtrbut n exc 500 mtr and depositing where directed complete all as specified anddirected by Engr-in-Charge. 9 M & L for form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work in flat for fair finished surface complete all as specified and directed by Engineer-in-Charge. 10 M & L form work to column for fair finished surface of concrete complete all as specified and directed by Engineer-in-Charge. 11 M & L for use & waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc. also splayes between floors and beams in rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge. 12 M&L Form work tosoffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (horizontal or sloping) complete all as specified and directed by Engineer-in-Charge. 13 M&L Form work tosoffits of suspended slabs such as roof slabs, floor slabs, landings and similar work exceeding 200 mm thick (horizontal or sloping) complete all as specified and directed by Engineer-in-Charge. 14 M & L for use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchions in rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge. 15 M &L for Formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work includingattached pillasters, buttresses,etc.; vertical or to batter complete all as specified and directed by Engineer-in-Charge. 16 M&L for RCC Design mix M-30 (using 20mm graded aggregate ) as infoundation including raft, footings, foundation beams, plinth beam and the like complete all as specified and directed by Engineer - in - Charge. 17 M & L for providing reinforced cement concrete M-30 (Design Mix), using 20 mm graded stone aggregate, as in columns, pillars, piers, posts, struts and the like complete all as specified and directed by Engineer-in-Charge. 18 M & L for providing reinforced cement concrete M-30 (Design Mix), using 20 mm graded stone aggregate, as in beams, cantilevers, bressummers, lintels over 1.50 m span and the like complete all as specified and directed by Engineer-in-Charge. 19 M & L for providing reinforced cement concrete M-30 (Design Mix), using 20 mm graded stone aggregate, as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs, shelves and the like complete all as specified and directed by Engineer-in-Charge. 20 M&L for RCC Design mix M-30 (using 20mm graded aggregate ) as in chajjas and similar workcomplete all as specified and directed by Engineer-in-Charge. 21 M&L for providing reinforced cement concrete M-30 (Design Mix) using 20mm graded stone aggregate as inWalls, retaining walls,basement walls, ballastwalls and the like; anythickness; above top of footings; including attached pilasters and buttresses complete as specified and directed by Engr-in-charge. NOTE: (a) Construction joints shold be restricted to the barest minimum, where ever required, the location of the construction joint shall be decided by GE as per IS 3370(PART-I) 2009, PVC water bar 200mm wide to be used in construction joints.(b) Universal bonding agent as per manufacturers instruction is to be apllied before new concrete is provided at joints/lifts.(c) Type of water bar to be usd in construction joint shall be decided by Accepting Officer. (d) Splicing of vertical/horizontal reinforcement should not be done near construction joints. 22 S & F for CRS bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia complete all as specified and directed by Engineer-in-Charge. 23 S&F for CRSbars 5mm dia. and over up to and including 10 mm dia. in stirrups, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire ( annealed) not less than 0.90 mm dia. complete all as specified by Engr-in-charge. 24 OVERLAY- PU BASED ELASTOMERIC LIQUIED MEMBRANE SYSTEM FOR EXPOSED ROOF : Providing and applying polyurethane liquid roof waterproofing with improved water ponding capability, elastomeric high build liquid membrane for concrete roofs for exterior wall and exposed surface with solid content not less than 80% and solar reflective index not less than 106 as per (ASTM E1980-19)/tear strength ~20 N/mm (Free film, 14 days, +30 degree C) (ASTM D624) and tensile strength >= 2 N/mm2 (ASTM D4541), elongation 350 to 400% as per ASTM D412 and crack bridging ability upto 2mm.(a) After proper surface preparation, Apply one coat of Primer for PU coatingas per manufacturers specification.(b) Apply 1st coat of ShaliUrethane® BTD (white) @ 650 gm / m²(minimum) or equivalentby brush / roller while prime surface is tacky, Spread waterproofing reinforced Glass Fiber mash of 45 GSM with overlaps of 50 mm in both directions when the surface is still tacky. Allow 1st coat to dry. (c ) Apply 2nd & 3rd coat ofShaliUrethane® BTD (white) @ 650 gm / m² (minimum) or equivalent by brush/roller. Make : Fosroc/Sika/Choksey/Bostik/STP/ Asian Paints/Berger PaintsNote : (i) The Minimum dry film thickness (DFT) of roof treatment shall be 1.5mm if any shortfall in thickness of above treatment the same shall be achieved by additional coat. (ii) The procurement of material and execution of the work of water proofing treatment shall be carried out by authorised applicatorapproved by GE.(iii) The manufacturer/authorised applicator shall give a warranty for the performance & durability for 10 years. 25 Supply of SBR waterproofing compound @ 2% ofper kg cement used complete all as specified & directed by Engr-in-charge.Make : Fosroc/Sika/Choksey/Bostik/STP/Asian Paints/Berger Paints 26 M&L brick work with sub class B Bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 complete all as specified and directed by Engineer-in-Charge. 27 M&L 15mm thick rendering in CM 1:6 to brick / concrete wall surfaces finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. 28 M&L 15mm thick, rendering in cement mortar CM 1:4 to brick/concrete wall surfaces in two layers first layer 10mm thick and second layer 5mm thick with WPC 3% by wt of cement finished even & smoothwithout using extra cement complete all as specifiedand directed by Engr-in-Charge. 29 M&L 5 mm thick rendering in CM 1:3 on fair faces of concrete surfaces as on ceilings finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. 30 M&L two coat of Acrylic emulsion on newly pastered wall surfaces over one coat of wall care putty including preparation of surfaces complete all as specified and directed by Engineer-in-Charge. 31 M&L one coat of Acrylic emulsion on newly pastered ceiling surfaces over one wall care putty including preparation of surfaces complete all as specified and directed by Engineer-in-Charge. 32 M&L for applying two coats of cement base paint over and including one coat of primer on new plastered surfaces of walls including preparation of surfaces complete all as specified and directed by Engineer-in-Charge. 33 M&L Hardcore of broken stone or boulders, gauge n exc 63 mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface all as specified and directed by Engr-in-charge. 34 M&L 75 mm thick PCC 1:4:8 type D2 using 40mm graded aggregate as in sub base fininshing even and fair complete all as specified and directed by Engineer-in-Charge. 35 M&L 25 mm thick cement concrete flooring type B-0, 1:2:4 (12.5 mm graded stone aggregate) finish even and fair all as specified and directed by Engr-in-charge. 36 M&L machine cut Kota stone slab flooring 20-25 mm thick over 20 mm thick screed base in cement 1:4, laid and jointed with grey cement slurry mixed with pigments to match the shade of the slabs including rubbing, rounding of edges (moulding of edges) and polishing complete all as specified and directed by Engineer - in -Charge. 37 All as per above item No-36 but in vertical surfaces like dados or skirting over 10mm thick rendering in CM 1:4, set & jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tiles complete all as specified and directed by Engineer - in -Charge. 38 S & F factory made uPVC window or ventilator side hung/top hung (glazed and gauge both) made of extruded profiles with wall thickness of 2.3mm (+ -0.2mm) including all fittings like hinges, tower blot, peg stay, locking arrangement etc., making arrangement for fixing of hardware all as per manufacture instructionandDrg No BTD-890/Rall as specified and directed.Note: The unit rate quoted by contractor excludes cost of glass & wire mesh and includes all other connected accessories. Net Opening will be measured for payment purpose.Wire mesh and Glass Shall be measured and paid Seperatly. Provision of all other items as shown on DWgs & Cutting holes of suitable depth in wall for inserting lugs etc including making gooddismentalled portion with PCC (1:2:4) type B-0 using 12.5mm graded crushed stone aggreegate and cement mortar (1:3) shall be deemed to be include.Note : 1: Test certificate of manufacturer to be provided by contractor . 2.Embossing with barcode of manufacturer engraved over each door frame and shutter ismanadatory. 39 M&L for mild steel work as in frame work/guard bar for door and window and cooler stand and as similar work includingcutting tops to shape, drilling holes, notching for wire etcconforming toFe-290 grade E-165 complete all as specified and directed by Engineer-in-Charge. 40 M & L toughned glasss, figuredglass ordinary quality 5 mm thick and glazing with oil putty in square n exc 0.50 Sqm in each panes fixed to steel, metal or wooden window frames complete all as specified and directed by Engineer-in-Charge. 41 S&FFactory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 65 x 125 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. Note : -M.S. hold fast/ lugs or SS dash fasteners deemed to be included in quoted rates. 42 M & L for applying two coats of synthetic enamel paint (ordinary tint) over one coat of red oxide primer on new steel surface over 10 cm width or girth, not otherwise described including preparation of surface complete all as specified and directed by Engineer - in -Charge. 43 S&F Factory made single extruded WPC (Wood Polymer Composite) solid decorative typeglazed/guage skeletondoor shutter of 35mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge),minimum compressive strength 50 N/mm2, modulus ofelasticity 850 N/mm2 and resistance to spread of flameof Class A category with property of being termite/borerproof, water/moisture proof and fire retardant and fixingwith stainless steel butt hinges of required size withnecessary full body threaded star headed counter sunk S.S screws,including s&f of stainless steel steel 304 grade (natural finish) wire cloth , all as per direction of Engineer-In-Charge.including S&F including following items: (Note: (a) stainless steel(304 grade) finishedbutt hinges 100mm -04 Nos per leaf(b)Stainless steel (304 grade ) finished square tower bolt 200mm long -02 Nos per leaf (c)stainless steel (304 grade) finished handles 200mm -02 Nos per leaf(d)stainless steel (304 grade) finishedsliding door bolt 300mm -01 Nos per leaf (e)stainless steel (304 grade) finished floor door stopper -01 Nos per leaf(f) stainless steel (304 grade) wire cloth fixing as per manufacture.Note : 1: Test certificate of manufacturer to be provided by contractor . 2.Embossing with barcode of manufacturer engraved over each door frame and shutter ismanadatory. 44 S&F Factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of 35mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge),minimum compressive strength 50 N/mm2, modulus ofelasticity 850 N/mm2 and resistance to spread of flameof Class A category with property of being termite/borerproof, water/moisture proof and fire retardant and fixingwith stainless steel butt hinges of required size withnecessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge Note: (a) stainless steel(304 grade) finishedbutt hinges 100mm -04 Nos per leaf(b)Stainless steel (304 grade ) finished square tower bolt 200mm long -02 Nos per leaf (c)stainless steel (304 grade) finished handles 200mm -02 Nos per leaf(d)stainless steel (304 grade) finishedsliding door bolt 300mm -01 Nos per leaf (e)Stainless steel (304 grade ) finished floor door stopper-01 Nos per leaf Note : 1: Test certificate of manufacturer to be provided by contractor . 2.Embossing with barcode of manufacturer engraved over each door frame and shutter ismanadatory. 45 S&F 300 mm ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and directed by Engr-in-charge. 46 M&L for 75mm thick Cement concrete type C-2 , 1:3:6 (20 mm graded aggregate) as in plinth protection laid in bay n.exc 2.5m length complete all as specified and directed by Engineer-in-Charge. 47 M & L for 300mm thick Soling ( or sub base ) (in layers n. exc 200mm thick each layer) with broken boulders or quarried stone, interstices filled, surfaces formed and rolled and consolidated to required gradient and camber complete all as specified anddirected by Engr-in-Charge. 48 M&L for Sand/red bajri filling in floors or pavings, laid in layers n exc . 15 cm thick, spread, levelled and blinded with earth and rammed including watering complete all as specified and directed by Engineer-in-Charge. 49 M&L 100 mm thick PCC 1:3:6 type C-2 using 20mm graded aggregateCement concretein foundations,filling and mass concrete as complete all as specified and directed by Engineer-in-Charge. 50 M&L for 75mm thick Cement concrete type D-2 , 1:4:8 (40 mm graded aggregate) as in sub base of floor complete all as specified and directed by Engineer-in-Charge. 51 M&L 10mm thick, rendering in cement mortar CM 1:3 to brick/concrete wall and ceiling surfaces with WPC 200 mlper bag of cement of 50 Kg finished even & smoothwithout using extra cement complete all as specifiedand directed by Engr-in-Charge. 52 Supply only liquidwater proofing compound complete all as specified and directed by Engineer-in-Charge. 53 S&F Framed work such as grills, gratings coolar stand, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and directed by Engineer-in-Charge. 54 S & F CI cowl type ventilator 150mm dia long mouth covered with mosquito proof GI wiremesh complete all as specifiedand directed by Engr-in-Charge. 55 Supply only High Range Water reducing admixture complete all as specifiedand directed by Engr-in-Charge. 56 M&L for water level indicater Scale type with float ball complete all as specified and directed by Engineer-in-Charge. 57 M&L precast machine pressed concrete interlocking paver blocks any shape and sizeconfirming to IS 15658-2006of 80 mm thickness, M -40 grade,set,jointed & pointed in neat cement slurry in floor/pavings/path etc with grey cement and no pigment. complete all as specified and directed by Engineer - in -Charge. 58 M&L providing precast cement concrete 1:2:4 typeB1 using 20 mm graded stone aggregate as in block masonry with solid blocks exceeding 10 cm width and setting as in kerb stone complete all as specified and directed by Engineer-in-Charge. 59 Supplying, laying, jointing and testing Ductileiron pipe (ISI marked) class K-9, bore 400mm, confirming to IS : 8329-2K, flanged end centrifugally cast, with cement mortar lining inside and metallic zinc coating with finishing layer of bituminous paint on outside the pipe,including rubber gasket for flanged joints complete all as specified and as directed by Engineer-in-charge.Note : (i) Earth work, DI specials/ fittings shall be measured and paid separately. (ii) Test Certificate for pipes from manufacturer shall be produced. No payment shall be entertained without Test Certificate. 60 Supplying, laying, jointing and testing Ductileiron pipe (ISI marked) class K-9, bore 200mm, confirming to IS : 8329-2K, flanged end centrifugally cast, with cement mortar lining inside and metallic zinc coating with finishing layer of bituminous paint on outside the pipe,including rubber gasket for flanged joints complete all as specified and as directed by Engineer-in-charge.Note : (i) Earth work, DI specials/ fittings shall be measured and paid separately. (ii) Test Certificate for pipes from manufacturer shall be produced. No payment shall be entertained without Test Certificate. 61 Supplying, laying, jointing and testing Ductileiron pipe (ISI marked) class K-9, bore 300mm, confirming to IS : 8329-2K, flanged end centrifugally cast, with cement mortar lining inside and metallic zinc coating with finishing layer of bituminous paint on outside the pipe,including rubber gasket for flanged joints complete all as specified and as directed by Engineer-in-charge.Note : (i) Earth work, DI specials/ fittings shall be measured and paid separately. (ii) Test Certificate for pipes from manufacturer shall be produced. No payment shall be entertained without Test Certificate. 62 Supply and fixing cast iron non return valve /reflux valve with rubber seat flanged type without bypass arrangement PN 1.6 rating confirming to IS:5312/2004 of size 200 mm dia complete with gasket, nut, bolts and washers etc as required at site complete all as specified and directed by Engineer-in-charge. 63 Supply and fixing cast iron foot valve lift flanged type of size 200mm bore as per IS 4038 complete with gasket, nut, bolts and washers etc as required at site complete all as specified and directed by Engineer-in-charge. 64 Supply and fixing cast iron sluice valve 150 mm dia with flanged ends class PN 1.6(ISI marked) confirming to IS:14846-2000, drilled type, steel spindle, CI gate with brass ring, iron wheel handle, suitable for CI/DI pipe line, complete including jointing material such as nuts, bolts, washers and rubber sheet insertion 3.0mm thick at both ends etc complete all as specified and as directed by Engineer-in-charge. 65 Supply and fixing cast iron sluice valve 300 mm dia with flanged ends class PN 1.6(ISI marked) confirming to IS:14846-2000, drilled type, steel spindle, CI gate with brass ring, iron wheel handle, suitable for CI/DI pipe line, complete including jointing material such as nuts, bolts, washers and rubber sheet insertion 3.0mm thick at both ends etc complete all as specified and as directed by Engineer-in-charge. 66 Supply and fixing cast iron sluice valve 400 mm dia with flanged ends class PN 1.0(ISI marked) confirming to IS:14846-2000, drilled type, steel spindle, CI gate with brass ring, iron wheel handle, suitable for CI/DI pipe line, complete including jointing material such as nuts, bolts, washers and rubber sheet insertion 3.0mm thick at both ends etc complete all as specified and as directed by Engineer-in-charge. 67 Supply and fixing Gun-metal, globe valves ISI marked 50mm bore, with iron wheel head, flanged ends foriron pipe or for unions complete all as specified and directed by Engineer-in-Charge. 68 Supply, laying, jointing and testing of steel water tubing 50 mm bore ISI marked medium grade galvanised including tube fittings Viz Tees, Socket bends elbows, union nipple, flange etc screwed and socketed joint fixed to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-charge. 69 Supply and fixing DI/CI/MS fitting upto 400 mm bore pipe line for reducing/bends (any type radius and angle) tapers any type, straight, bend, increasing decreasing or double socket extra Tee pieces single branch Y Junction double branch cross collers cap etc complete all as specified and as directed by Engineer-in-charge. 70 Supplying, Installation, commissioning and testing of centrifugal pump set, electic motor driven, not less than 50 LPS at 60 mtr head in load, suitable for pumping raw water, comprising of the following specification:-(i) Pump, centrifugal, horizontal axially splitvolute type casing withtwo stage CI impellers split type, discharge not less then 50 LPS discharge, at 60 mtr head, 1440 RPM having bronze impeller and stainless steel shaft single stage directly coupled with electric motor through flexible copling (ii) Squirrel cage indication motor, TEFC, 3 phase 415 + 10 volts, 50 C/S AC supply 1440 RPM, not less then 75 HP directly coupled to centrifugal pump.(iii) Common base foundation of ISMC - 100 suitable for installation of above pump set duly drilled holes and painted with two coats of synthetic enameled paint over a coat of red oxide primer.(iv) Above ISMC foundation shall be grouted in PCC 1:3:6 type C-2 using 40mm graded aggregate, 30 cm above GL and 15 cm below GL and as per size of common base foundation / standard Engg practice or as directed by Engineer-in-Charge.(v) Boudrons type pressure gauge 3 dia dial type.Note :- Sluice valve & reflux valve, DI pipe and fittings etc required for suction and delievery and common header etc shall be measured & paid separately in respective items. 71 Material and labour for cutting of existing CI/DI pipeline of dia 400 mm for inserting and including Tee of size 400x400x400 for taping in trenches including run lead joint complete all as specified and as directed by Engineer-in-charge.Note :necessary earthwork, CI/DI fittings/lead joints etc required to complete the job shall deemed to be included in quoted rate. 72 Material and labour for cutting of existing CI/DI pipeline of dia 400 mm for inserting and including Tee of size 400x400x300 for taping in trenches including run lead joint complete all as specified and as directed by Engineer-in-charge.Note :necessary earthwork, CI/DI fittings/lead joints etc required to complete the job shall deemed to be included in quoted rate. 73 M & L for cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of paint complete all as specified and directed by Engineer-in-Charge. 74 Material and labour for Construction of brick masonary valve pit chamber size 1200 X1200 X1200 mm (internal dimension) using sub class B bricks complete including excavation & earth work, returning fillig and disposal of surplus soil to distance not exceeding 50m and deposited where directed, PCC (1:3:6) type C-2 using 40 mm graded stone aggregate in foundation, coping on top in PCC (1:2:4) type B-1 using 20 mm graded stone aggregate, brick work in cement mortar (1:4), inner plaster 12 mm thick in cm (1:3) finished even and smooth and pionting flush externally as the work proceeds in the same mortar, MS sheet cover 3.15mm thick mounted on angle iron frame of size 40 x 40 x 6mm with handle and locking arrangement duly painted with two coats of synthetic enamel paint over a coat ofred oxide primer and embeded portion of MS work duly applying black bitumenous paint before embeded complete all as specified and as directed by Engineer-in-charge. (For sluice valves 300 mm & 400 mm) 75 Earthing complete with galvanised iron earth plate electrode of size 600mm x 600mm x 6mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including GI strip 25x4 mm (upto the body of equipment) by means ofGI bolts/nuts/washers, protected by 40 mm bore GI light grade pipe. Earth plate shall be surrounded by alternate layer of charcoal or coke and common salt 15 cm thick all around bottom and top. 20 mm bore GI medium grade pipe for watering and including funnel, wire mesh, RCC cover in 1:2:4 type B1using 20mm graded crushed stone aggregate and reinfircement (TMT) with 8mm dia @ 100 c/c bothways & frame, PCC (1:3:6) type C2 (using 20 mm graded crushed stone aggregate) as in earthing pit including necessary excavation & earth work, complete all as specified & shown in electrical plate No. 3 of MES schedule Part-I.Note:(i) The unit rate includes earthing lead & protection pipe upto 7.5 metre from top of earth plate.(ii) PCC chamber shall be construced at least 1.50 m away from the earth electrode and pipe for watering shall be provided in slanting manner. 76 Supply and erecting factory made 7m long hot dip galvanised octagonal pole with 155mm dia at bottom and 70mm dia at top A/F made up of 3mm thick HT sheet along with foundation type base plate of size 250X250X16mm foundation bolt 4 nos of M24X750 high J type EN8 Grade with inbuilt junction box suitable for incoming 3 phase LT cable 16sqmm 4 core having 6A SP B class MCB fixed on bakelite sheet and stud type connector inside the pole,including the bracket with clamp for LED street light fitting of adequate size and length, the pole shall be adequetly strengthened at the location of the door to compensate for the loss in section including excavation and PCC (1:2:4) type B1 for foundation and grouting the bolts as per manufactures instructions including marking pole numbers in letters and figures of size not less than 10cm height with red colour enamel paint complete all as specified and directed by Engineer-in-Charge. 77 Supply and connecting three core cord flexible wire, copper conductor multistranded, PVC insulated and overall PVC sheathed of size 3x1.5 Sqmm 1100 Volt , draw through steel conduit for connection to street light from junction box complete all as specified and directed by Engineer-in-Charge. 78 Supply and lay cable XLPE Insulated screenedPVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 240 sq mm 3.5 core complete all as specified and as directed by Engr-in-Charge. 79 Supply and connecting HRFR single core flexible wire, copper conductor multistranded, PVC insulated and overall PVC sheathed of size 50 Sqmm 1100 Volt , draw through GI Pipe for connection to Motor terminal box from Starter Panel complete all as specified and directed by Engineer-in-Charge. 80 Supply and fixing energy efficient LED street light fitting of 70 W pressure die cast aluminium housing/ body, heat resistant clear toughened glass, better optics for uniform distribution street/Roadway luminaire, with driver complete fitting with all accessories and following specifications, complete all as specified and as directed :-(a) Lumen system efficacy of luminaire should be minimum 105 Lumen per watt. (b) Input Voltage range : 140 to 270 volts (c) Temp operating range : Minus 10°C to Plus 50°C (d) Power factor : Minimum 0.95 (e) THD : Max10%. (f) IP rating : Minimum IP65. (g) IK rating : Minimum IK07 (h) Built in potted LED Driver of the make as of the luminaire. (j) LED driver should be complete with all protections viz open/short circuit protection, over voltage protection, all as per standard design of manufacturer. (k) Surge protection 10 kV (inbuilt + extended) (l) CCT : 5700 K. (m) CRI : Morethan 70 (n) Lens - High Efficiency wide angle lens. (o) BIS Approved fixtures and driver (p) Rated life time : 50000 burning hrs @L70 (Average 10 to 12 hrs daily)Note :- Bracket for fixing and cable for connection shall be measured and paid separately under appropriate item of BOQ 81 Supply and lay cable XLPE Insulated screenedPVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 sq mm 4 core complete all as specified and as directed by Engr-in-Charge. 82 Sand cushioning, with dry and clean river sand (for under ground cable) 8 cm before layingcable and 15 cm after laying and punned to 18 cm after laying of cable complete all asspecified and as directed.Note:- (i) Punned thickness shall be considered for payment purpose 83 Supply and laying un reinforced precast concrete cable cover class LV, type-I, flat size 250mm x 150mm x 40mm laid in trenches complete all as specified and directed by Engineer-in-Charge. 84 Supply and laying GI tubing light grade of size 50 mm bore, ISI marked, including fittings (elbow, tee, socket etc) laid in trenches, under road, insert under holes for cable protection complete all as specified and as directed.Note:- Excavation and earthwork as required shall be measured and paid separately under respective item of Sch 85 Supply and laying HDPE of size 80 mm bore, ISI marked, including fittings (elbow, tee, socket etc) laid in trenches,floor, under road, insert under holes for cable protection complete all as specified and as directed. (for laying PVC 50 sqmm cable from starter panel to motor terminal) Note:- Excavation and earthwork as required shall be measured and paid separately under respective item of Sch. 86 Supply and lay cable XLPE Insulated screenedPVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 sq mm 2 core complete all as specified and as directed by Engr-in-Charge. 87 Supplying, installing, testing and commissioning of factorymade Outdoor type LT cubical panel board suitable for operation on 415 volts, 3 phase, 4 wire 50Hzsupply system including bus bar chamber in centre ( vertically) and cable alley either side, outer shell shall be made out of 3.15 mm thick CRCA sheet duly powder coated siemens gray shade and completely weather, vermin & dust proof, adequate air ventilation at sides & back, outer door shall be provided with double door fix with hinges and locking arrangements etc suitable to accommodate the following mentioned fittings and inner shell shall be made out of 2mm thick CRCA sheet duly powder coated & compartmentalized for each control gear including front openable single door with half nob type locking, including provision for taking out incoming and outgoing cables duly marked with riveted letter plated of appropriate size for each feeder / block cable, danger board, detachable plate at bottom for cable entry etc including double compression type cable gland with bottom frame made out of angle iron 50mm x 50mm x 6mm and 600mm long 4 legs duly painted with 2 coats of synthetic enamel paint over a coat of red oxide primer on exposed surfaces groutedin PCC 1:2:4 type B1 using 20mm graded stone aggregate blocks of size 30cm x 30cm x 60cm and 100mm thick PCC (1:2:4) type B1 floor over and including 100mm thick sub base of brick hardcore extended 100mm on all sides below panel body with and including following accessories :- (Main Panel)INCOMINGS(a) 400 Amps Copper bus bar for phases and Neutral duly insulated with heat shrinkable PVC sleeves and colour coded mounted on heavy duty epoxy insulators in separate compartment and internally prewired - 01 Set(b) Microprocessor release MCCB 415 Volts,315 Amp rating,36 KA, 4 Pole- 01 No (c) Digital volt meter 0-500 Volts with selector switch digital type-01 No(d) Digital Ampere meter 0-315 amps range with selector switch andincludingCTs -02 NosOUTGOINGS(a) MCCB, adjustable thermal & fixed magnetic type,415 Volts,160Amp rating,16 KA, 4 Pole- 03 No (b) MCB SPN 32 Amps- 01 No (c) Star delta starter for 75 HP pump set with single phase protection, under voltage and over voltage protection-02 Nos 88 M & Lfor concealed conduit point wiring complete for light/ fan on independent /combine boardwith cable 2.5 sqmm (Nominal area) FRLSPVC insulated multistranded unsheathed copper conductor,drawn in and includingPVC Concealed conduitpipe medium grade 20 mm dia, pipe hooks , elbows, juction covers and junction boxes , aftercutting in wall chasing for conduits and sinkings for modular metal flush boxes suitable lengthandthickness for mounting, switches, sockets,fan regulatorwith modular cover plate with frame and making the gooddisturbed surfaces of wallin CM 1:3 with white wash or existing colour including provision ofcontinuousearth continuity conductoralong with point wiring of 2.5 sqmm copper PVC insulated cable for one light/ fan point controlled by one switchand connected to commonearth dolly, complete all as specified anddirecedby the Engineer in charge. 89 All as per item No 88 above but socket 3 pin 5 Amp 230 volt modular type onsame board complete all as specified and directed by Egineer-in-Charge. 90 All as per item No 88 here in before but for one socket point out let 3 pin 5 Amp in independent board complete all as specified and directed by Egineer-in-Charge.(Max 4 point in one circuit) 91 All as per item No 88 here in before but for one socket out let 3 pin 15 Amp with 2.5 sqmm PVC copper conductor and 2.5 sq mm PVC insulated copper conductor as earth contiuity conductor complete all as specified and directed by Egineer-in-Charge. 92 S & F modular switch5/6 Amps single pole one way,one module complete all as specified and directed by Engineer - in -Charge. 93 S&F of module switch 1 way 16 A, 1 module complete all as specified & directed by Engineer - in -Charge. 94 S&F modular Socket outlet 2 in 1, 3 pin, 5A complete all as specified & directed by Engineer - in -Charge. 95 S&F ofmodular socket, 6/16 Amps, 2/3 pin combined 2 module complete all as specified & directedby Engineer - in -Charge. 96 S&F Ceiling rose, 3 phase/PVC/polycarbonate, isolated body complete all as specified & directedby Engineer - in -Charge. 97 S & FMCB ‘B’ series type suitable for 240 volts, AC supply 32 Amps, S P & N with over load and short circuit protection and rupturing capacity not less than 10KA complete all as specified and directed by Engineer - in -Charge. 98 S & FMCB ‘B’ series type suitable for 240 volts, AC supply6 to 32 Amps , single pole with over load and short circuit protection and rupturing capacity not less than 10KA complete all as specified and directed by Engineer - in -Charge. 99 S&F sheet metal encloser double door 8 way SPN 230V ISI marked IP 43 complete with neutral and earth link and bus bar complete made out of CRCA steel sheet Factory made complete all as specified and directed. 100 S & F Tube light fitting withLED batten with aliminium housing andintegrated electronic driver,20 watt having input voltage AC 140-300V, 50 Hz , 6500K, and all other accessories including connection with flexiblecable copper conductortwin coreof size 23/.2 mm upto ceiling rose/connector complete all as specified and directed by Engineer - in -Charge. 101 S & F Water tight bulk head fitting,environmental friendly, ultra modern, energy saving, surface mounted, decorative hexagon bulk head Back-lit LED luminaire comprising of high brightness LED ,weather proof 10 watt LED lamp all as specified and directed by Engineer - in -Charge. 102 S&F Heavy duty metal body exahust fan of 300mmsweep ,240 volt,5 star rating complete with louvers and shutter and mounted in suitable opening arrangement in wall and connecting up including 3 core PVC insulated PVCsheathed copper conductorflexible cable 24/0.2mm from ceiling rose to fan complete including breaking of brick wall and making a hole for fixing of exhaust fan including grouting of bolts and making good to distubed wall in cement mortar (1:4) white washing matching with existing colour etc. complete all as specifed and directed by Engineer-in-Charge. 103 S&F ceiling fan complete with blade,downrod,electronic regulator, remote controlled and accessories 230 V , 1200 mm sweep Min air delivery 210 CFM with service value 6.00 BEE Five star rated with brushless direct current motor (BLDC) complete all as specifed and directed by Engineer-in-Charge.
