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| 1 | Part-A + Part-B |
| 2 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 2. Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 3 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 2. Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom, bailing out water as required complete (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring |
| 4 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 2. Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom, bailing out water as required complete (c)Depth of excavation for additional depth beyond 3000 mm. upto 4000mm. excluding cost of shoring as necessary. |
| 5 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 4. (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 6 | BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc. A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( 3rd Corrigenda & addenda dated 04.06.2018) |
| 7 | ORDINARY CEMENT CONCRETE ( MIX 1:2:4 ) WITH GRADED STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018) |
| 8 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 1. Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (a) 1:3:6 proportion. ( 3rd Corrigenda & addenda dated 04.06.2018) |
| 9 | ORDINARY CEMENT CONCRETE ( MIX 1:1.5:3 ) WITH GRADED STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018) |
| 10 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc?36...Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof).(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.Notes:- For shuttering in shell roof, grid roof with vertical faces folded plate, arched roof the rate in 36 (a), 36 (b) & 37 (c ) of subhead B above to be increased by 100 % . For grid roof with splayed faces, rate is to be increased by 150%. |
| 11 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc.40..Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m.(i) Tor steel/Mild Steel.II. JSW/JSPL/SHYAM/SRMB/BMASL/ELECTRO STEEL/SSL (10th Corrigenda & addenda dated 22.01.2020) |
| 12 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 7. Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth. ( 3rd Corrigenda & addenda dated 04.06.2018) |
| 13 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 8. Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor. ( 3rd Corrigenda & addenda dated 04.06.2018) |
| 14 | SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 1.Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](ii) With 1:4 cement mortar (a) 20 mm thick plaster(3rd Corrigenda & addenda dated 04.06.2018) |
| 15 | SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 15 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 16 | BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 13. Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge |
| 17 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 3. Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. |
| 18 | STEEL PLATE...10MM THK. |
| 19 | CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.3.6 Fabricating M.S. Specials of different diameter in shop out of 8 mm to 12 mm thick M.S plates supplied depart-mentally, cutting the plates to exact size & shape by gas cutting device and/or by adopting any other approved type of mechanical means, bending the same in true curvature by template and rolling machine of approved design including proper marking, levelling joints followed by electric arc welding - longitudinal and circumferential, as necessary, using standard electrodes as per I.S.specification including edge preparation, electricity charges and hydraulic testing of the fabricatedpiece all complete as per specification and direction of the Engineer-in-Charge.[ The Engineer-in-Charge shall approve the electrodes for are welding before use. Fabrication of M.S. flange to form M.S Flanged Tail Piece shall not be considered as M.S. special ]e) 900 mm thick ii)12mm thick |
| 20 | CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.3 M.S. Pipes 2.3.1 Gas cutting of M.S. pipes and/or M.S. plates of different thickness all complete as per specification and direction of the Engineer-in- Charge. Thikness in mm 5mm to 8mm thick plate |
| 21 | BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS, GATES ETC. B. REPAIRING 2. Welding in M.S. structural work with gas or electric: (b) Continuous weld. |
| 22 | CHAPTER - VIII SUPPLYING OF MATERIALS 8.24 Carriage of Different materials including loading into truck at the lifting point, unloading at destination and stacking properly in godown or yard etc. as directed (Including carriage by head load upto 30 metres at each of the two points. The rate covers all the above operations, actual transport all complete ) steel upto 5km |
| 23 | CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.3.9 LowerIng M.S pipes & specials in trench up to a depth of 3.00 metre below G.L, laying and jointing the same inside the trench / over ground by means of electric arc welding using standard electrodes as per l.S. specification, all complete as per direction of the Engineer-in-Charge. [The Engineer-in-Charge shall approve the electrodes for arc welding before use. (For laying over ground. the rates shall be reduced by 10% and that is inclusive of holding arrangements) ] 800mm |
| 24 | CHAPTER - VII MISCELLANEOUS ITEMS Coating of 'Epoxy' Resin of thickness not less than 160 micron with a lowviscosity,crystallization-resistant epoxy resin base with a reactive diluents combined with high build epoxy amine adducts as per BS 5493 standard and a polyamide or amido polyamine or any other suitable hardener. It shall react with epoxy resin at normal ambient temperature, suitable for solvent-free coatings as per recommended proportion for use on metal,concrete and wood surface to protect from corrosion as well as damagefrom chemical reaction after making the surface free from dust, oil and moisture etc. all complete as per instruction and to the satisfaction of ElC. [This item will be operated on prior permission from the concerned SE/Dy Chief Engineer] |
| 25 | CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.4Valves 2.4.1 Lowering, fitting and fixing of all types of valves in proper position and alignment using chain pully block or crane(for diameter above 250 mm) by providing temporary support,as required,gaskets,nuts& bolts etc.all cornplete as per specification and direction of the Engineer-in-Charge.[The rate Includes cost of flange joints]800mm dia. |
| 26 | CHAPTER - VIII SUPPLYING OF MATERIALS 8.10 Double flanged double eccentric design manually operated cast iron butterfly valve having body disc, and end cover in graded cast iron to IS : 210, synthetic rubber face ring secured on disc by a SS/AISI 304 retaining ring with stainless steel screws the rubbering sitting on a corresponding integral monel 60 seat in body stub shaft of AISI 431 riding in TEFLON lined bearing, valves suitable for maximum working pressure of 10 kg/cm... and body tested 15 kg/cm..., flanges flat faced and drilled to I.S 1538 : 1993.Diameter in mm 800 |
| 27 | CHAPTER - VIII SUPPLYING OF MATERIALS HIRE CHARGES OF MACHINERIES 8.29Hire charges for engaging Air Compressor machine with minimum pressure capacity of 5.0 Kg/sq.cm arrangement including all necessary equipments and operating staff, carriage, fuel, Tools and plants all complete for cutting Road / hard crust cutting with pneumatic hammer at desired point in water supply works as per direction of EIC . a) With Pneumatic hammers For minimum engagement of 8 hrs. In a day |
| 28 | BUILDING WORKS(P) SOLING, EDGING AND METALLING??(1)Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.(f) Soling or dry pavement with one brick-on-edge laid in herring bone pattern (thickness 125 mm.) |
| 29 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.4 Excavation of trial pit (3.0 m x 1.0 m x (upto) 3.0 m) for fixing of pumping main, washout line raking every detection against damage of S.W. pipe line electrical cable etc. as underground obstruction including 37.5 mm timber shuttering, earth cutting, dewatering, barricading and back filling etc. as per directionj of E-I-C |
| 30 | BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. III. EVENT MANAGEMENT : 1) Hire and labour charges for 75 mm dia bamboo railing on Jhau/Eucalyptus or other approved timber posts 1.4 m above G.L. and 0.60 m below G. including tying strongly with coir ropes and boring holes for posts in any soil/ concrete surface/Bituminious surface packing the sides etc including cost of carriage of all materials and labour complete including cost of restoration to the damages of the ground to its original condition as per direction of Engineer in charge after removing the barricade. (Cost of restoration would be paid separately.) (a) 75mm. dia bamboo railing & 125mm. dia Jhau/Eucalyptus/other approved timber posts @ 1.60m apart. (i) Railing with 4 rows. ( 1st Corrigenda & addenda dated 08.01.2018) |
| 31 | CHAPTER - VIII SUPPLYING OF MATERIALS 8.24 Carriage of Different materials including loading into truck at the lifting point, unloading at destination and stacking properly in godown or yard etc. as directed (Including carriage by head load upto 30 metres at each of the two points. The rate covers all the above operations, actual transport all complete ) steel upto 5km per beyond 5km to 10km |
| 32 | Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for excavation works (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charg(e).With 5.0 cm. thick timber planks. For depth upto 6.00 M below G.L. a) Beyond 1.0 M. upto 2.0 M trench width . |
| 33 | SUPPLYING AND INSTALLATION OF PORTABLE PUMPING UNITS (DISEL DRIVEN) FROM 3'' TO 5'' DIA SUCTION AND DELIVERYFOR REMOVAL OF FLOOD WATER AND SEWERAGE WATER ETC. FOR THE YEAR 2009-2010, FOR 4\\" DIA |
| 34 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.14 Signalling arrangement at both sides of site to avoid any accident during working period 4 nos. red flags during sunlight at 4 corners and 2 nos light (lamp) in other than sunlight. |
| 35 | BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS, GATES ETC. A. ORIGINAL WORKS 1. M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length,fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. I) For structural members of specified sections weighing less than 22.5 Kg./m (3rd Corrigenda & addenda dated 04.06.2018) |
| 36 | SECTION 1. ------------BUILDING WORKS (K) PAINTING, VERNISHING ETC A. ORIGINAL WORKS 1 (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc (This item is applicable to new work or old work when the original surface has been exposed by removal of old paint.) |
| 37 | BUILDING WORKS (K) PAINTING, VERNISHING ETC?(A) ORIGINAL WORKS.(2)(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface : With other than hi-gloss of approved quality-(iv) Two coats (with any shade except white) |
| 38 | SECTION 1. ------------BUILDING WORKS (J)WHITE WASH, COLOUR WASH, DISTEMPER A. ORIGINAL WORKS 10 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. Two Coats |
| 39 | SECTION 1. ------------BUILDING WORKS (J)WHITE WASH, COLOUR WASH, DISTEMPER A. ORIGINAL WORKS 17 Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) b) Premium 100% Acrylic Emulsion N.B. The items [17 (b) & 17(c)] of subhead A are to be selected only with written permission of Superintending Engineer for very resticted and small areas of a building. |
| 40 | BUILDING WORKS(L) GLAZIER'S WORK?..(A)... ORIGINAL WORKS?.(1)Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6m height for external wall)(ii) 4 mm thick |
| 41 | SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.8.Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (i) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size.Cover: 700 mm X 100 mm Frame: 910 mm X 185 mm opening: 560mm Weight: 245 kg (approx) |
| 42 | COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET bore dia in mm 1000 thickness in mm 1000 standard length in m. 2.5 |
| 43 | Laying of R.C.C. pipe with spigot ... socket/Roll on jointed pipe, lowering the same into the trench laying on the bed in trenches in prescribed gradient, depth and alignment, filling the end grooves with necessary bitumastic compound, filling caulking space with tarred gasket or with rubber gasket of appropriate size & covering with cement mortar (1:2) & testing the joints etc. complete as per drawing, specification including carriage of pipes from site stacks to the place of laying etc. & as per direction of the Engineer-in-charge.(Payment to be made on the basis of actual finished length of the pipe lin(e). A) Class NP-3 Pipe (h) 1000 mm. dia. |
| 44 | Construction of manhole with chamber of size as given below as per requirement and 600mm X 600mm. (inside measurement) square shaft, with cement brick work (1:4) over 150 mm. thick jhama cement concrete (1:4:8) bed, over a layer of brick flat soling including providing 150mm. thick R.C.C. slab with ordinary concrete (mix 1:1.5:3) with reinforcement as per standard drawing over the chamber, brick-on-edge flooring with ordinary cement concrete (mix 1:2:4) in the invert with 20mm. thick cement plaster (1:4) finished fine with 1.5mm. thick neat cement in the inside walls and invert including supplying, fitting and fixing R.C.P.C. cover and frame (35 M.T. load bearing capacity) with ordinary cement concrete (mix 1:2:4) and C.I. steps (4 Kg. each) including cutting hard crust, excavation, de-watering, back filling and removal of spoils but excluding shoring complete as per standard drawing. (Depth of invert shall not be less than 1.80M below G.L.)Average depth of invert 2.5m. below G.L.iii) Average depth of invert 2.5m. below G.L With 375 mm. thick brick work (d) Above 900 mm to 1200 mm dia having internal size (1500mmx1600mm) |
| 45 | Construction of manhole with chamber of size as given below as per requirement and 600mm X 600mm. (inside measurement) square shaft, with cement brick work (1:4) over 150 mm. thick jhama cement concrete (1:4:8) bed, over a layer of brick flat soling including providing 150mm. thick R.C.C. slab with ordinary concrete (mix 1:1.5:3) with reinforcement as per standard drawing over the chamber, brick-on-edge flooring with ordinary cement concrete (mix 1:2:4) in the invert with 20mm. thick cement plaster (1:4) finished fine with 1.5mm. thick neat cement in the inside walls and invert including supplying, fitting and fixing R.C.P.C. cover and frame (35 M.T. load bearing capacity) with ordinary cement concrete (mix 1:2:4) and C.I. steps (4 Kg. each) including cutting hard crust, excavation, de-watering, back filling and removal of spoils but excluding shoring complete as per standard drawing. (Depth of invert shall not be less than 1.80M below G.L.)Average depth of invert 2.5m. below G.L. iv) Addition or reduction to rate of manhole as per above item for each addition or reduction in depth of 150 mm. or part thereof. With 375 mm. thick brick work (Depth of invert should not exceed 3.00M.) (d) Above 900 mm to 1200 mm dia having internal size (1500mmx1600mm) |
| 46 | BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS, GATES ETC. A. ORIGINAL WORKS 8. M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc. (length of straight not less than 230 mm) (To be used for repair works only) |
| 47 | Estimated amount |
| 48 | 18% GST |
| 49 | 1% CESS |
| 50 | Supply of indoor (IP-4X), partly floor mounted and partly over masonry trench on channel etc, cubicle, fully compartmentalized, extensible on either side, 03 Panel ( (I/C ‐ 1 No + O/G ‐ 2 Nos), 800A, 11kV, 26.3kA , motorised, spring charged both electrically & manually operated Vacuum Circuit Breaker (VCB), technical specification, and relevent standards complete with all metering, protections, cable box, mounting accessories, earthing & painting complete in all respect. ( Details Protection schemes & Specifications should be as per SLD) |
| 51 | Supply of 1.5 MVA, 6 kV / 415V, indoor dry type, resin cast, 3 ph, Dyn 11 step-down transformer in IP-23 enclosure of 3 mm thickness, with HT & LT cable box, 03 channel temperature scanner, etc as per specification and SLD including supply of all necessary mounting accessories, painting, earthing, cable end termination at both HT and LT side all complete. ( Details Protection schemes & Specifications should be as per SLD) |
| 52 | Supply of floor & channel mounting, extensible type, LT panel in sub-station made of 2mm minimum sheet steel (IP-4X) fabrication, multitier & compartmentalised, painting & earthing etc. as, complete with allied accessories, cable glands with plate etc i.e., LT panel for SWF Feeder panel with auxiliary load (a)SWF Motor rating: 220kW each (b) 1 No feeder for capacitor bank of 300 KVAR APFC Panel (with 7% Reactor) |
| 53 | Supply & laying of 6.6 kV(UE) -11kV(E) GR, 3 Core 400 sq mm XLPE(A) Al (UE) cable in masonry trench of sub-station from CESC RMU to Consumer VCB and VCB to Transformers HT side as per SLD & specification |
| 54 | Supply & making 11 kV HT end termination joint of heat shrinkable, indoor type for 3 core 400 sq mm cable with all materials, as per specification. |
| 55 | Suply & laying of following size of cable in masonry trench/ in underground soil trench of 600 x 750 mm size/ through GI pipe/ on GI perforated or, MS ladder type cable trays etc. as per specification, all inclusive. 3.5 Core, 400 Sqmm |
| 56 | supplying, installation, erection and commsissioning of multirake mechanical screen with differential level sensor and suitable belt conveyor size:480mm x1250mm incl. dismantling the existing mechanical screen part by complete in all respect as per direction of EIC. |
| 57 | Single compression end termination of following cable size with brass/ copper gland & sockets as per specification, all inclusive.3.5 Core, 400 Sqmm |
| 58 | Single compression end termination of following cable size with brass/ copper gland & sockets as per specification, all inclusive.3 Core, 400 Sq.mm |
| 59 | Earthing with 80 mm dia GI pipe (TATA-Medium)x 3.0 Mts. long and 1 No. 65 mm x 8 mm galvanized (Hot Dip) steel strip (4 Mts. long), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including finishing both ends by making holes etc. and S & F 80 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mts |
| 60 | Supplying & fixing earth busbar of galvanized (Hot Dip) MS flat 65 mm x 8 mm on wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with GI bolts, nuts, washers, spacing insulators etc. as required |
| 61 | Connecting the equipment’s body to earth busbar incl. S & F 50 mm x 6 mm Galvanized (Hot Dip) MS flat on wall/floor with GI saddle as required and connection to equipment’s with incl. drilling holes, bolts, nuts, washers etc. |
| 62 | Extra for connecting the neutral of Transformer/Earth busbar to earth electrode including S & F Galvanized (Hot Dip) Steel strip 65 mm x 8 mm on wall/floor with GI saddles & insulating the same by one layer of PVC strip over one layer of ampere tape |
| 63 | SF of rubber matting with one side corrugated as per IS specificationv 15652/2006 Grade: 11 KV, 2.5 mm thick |
| 64 | Dismantling of old HT Switchgears along with necessary disconnections where necessary, consisting of Main Incomer and two (2) out going OCB . Including replacement of 2(Two) nos 500 kVA existing Transformers |
| 65 | Manufacturing, supplying and installation of Electrical Junction Box for termination joint of Power (415 V,500 A ) for housing 6 numbers of cables and control cable 12 terminal with Proper termination for the conductors ensuring dust and moisture proof of suitable size including fixing /grouting the same |
| 66 | Testing and commsiioniong of the insttaled machineries of the pumping station with inspection & approval towards energisition of the HT insttaled /equipment to be issued by the directorate of electrically , govt.pf west bengal including necessary trial run of the intalled machineries. |
| 67 | Non -clog Column mounted diffuser type submersible sewage pump motor sets ,Capacity - 30 Cusec(min) and Head - 14 mtr, 415 V ,50 HZ with 20 mtr power cable and control cable including column pipe length of 9 Mtr.for SWF aplication (s.p. gr-1.05) |
| 68 | EOT Crane complete with travelling trolley- 10 MT capacity, 16m span, suitable for lift range of 14 m |
| 69 | Mfg., Supply , fitting fixing , erection and commissioning and other allied works for Dismantling Joints (Size-800mm) |
| 70 | Mfg., Supply , fitting fixing , erection and commissioning and other allied works for Carbon Steel Pipe -12 mm thick ,Size- 800mm |
| 71 | Mfg., Supply , fitting fixing , erection and commissioning and other allied works for Carbon Steel Pipe -12 mm thick ,Size- 900mm |
| 72 | Mfg., Supply , fitting fixing , erection and commissioning and other allied works for Carbon Steel Pipe -12 mm thick ,Size- 1200mm |
| 73 | Mfg., Supply , fitting fixing , erection and commissioning and other allied works for FLANGE with Bolts,Nuts and Washer, Size- 900mm |
| 74 | Mfg., Supply , fitting fixing , erection and commissioning and other allied works for FLANGE with Bolts,Nuts and Washer, Size- 800mm |
| 75 | Mfg., Supply , fitting fixing , erection and commissioning and other allied works for Blank Flange, Size-1200mm |
| 76 | Mfg., Supply , fitting fixing , erection and commissioning and other allied works for Non-return Valve(API-594) Size- 800mm |
| 77 | Mfg., Supply , fitting fixing , erection and commissioning and other allied works for Butterfly Valve (Double Eccentric) Size -800mm |
| 78 | Mfg., supplying ,fitting, fixing,, erection and commissioning and other allied works for C.I manually operator gate Size 1000mmx1000mm |
| 79 | Mfg., supplying ,fitting, fixing,, erection and commissioning and other allied works for C.I manually operator non-rising spindler slice valve size 800mmx800mm |
| 80 | Mfg. , fabrication , construction of MS Structuall shade of 100 sq.mt area with corrugated sheet and painting over Sump Chamber Please Enable Macros to View BoQ information |
