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| 1 | SUB-HEAD : Intake Well |
| 2 | Plain / Reinforced cement concrete (using jhama brick aggregate) in well foundation as per drawings & MoRT&H technical specifications Clauses 1200, 1500, 1700. (including centering, shuttering, staging etc. but excluding reinforcement )For Intake wellA. Well SteiningPCC M 15 Grade (using jhama brick aggregate) |
| 3 | Plain / Reinforced cement concrete in well foundation as per drawings & MoRT&H technical specifications Clauses 1200, 1500, 1700. (including centering, shuttering, staging etc. but excluding reinforcement)For Intake wellA. Well Curbi) RCC M 20 GradeCase - I : Using Concrete Mixer |
| 4 | B. Bottom Plugi) RCC M 20 GradeCase - I : Using Concrete Mixer |
| 5 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specificationClauses 1600, 2200. |
| 6 | Sand Filling in Wells complete as per Drawing & MoRT&H technical specifications Clauses 1200. |
| 7 | PCC 1:3:6 in Foundation :Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100. |
| 8 | Sinking of wells of circular shape in all kinds of soil, through all kinds of stratas and category, with or without water by all methods, other than pneumatic sinking including construction of cofferdams, wherever necessary including dressing for laying the well curbs, removal of underground snags, if any, such as logs, isolated boulders etc. encountered during sinking including use ofKentledge including supports, loading and unloading of weight etc.as per drawing and technical specification and removal of earths etc. with all lifts and lead upto 1000 m as per MoRT&H technical specification section 1200.I. Depth below bed level upto 5.0 m |
| 9 | II. Depth beyond 5.0m upto 10.0 m |
| 10 | III. Depth beyond 10.0 m upto 15.0 m |
| 11 | IV. Depth beyond 15.0 m upto 20.0 m |
| 12 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation completeas per drawings & MoRT&H technical specifications Clauses 1200 & 1900. |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-a) RCC work in suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas.i) 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size) |
| 14 | Reinforcement for RCC works including straightening, cutting, bendingall complete upto floor five leveli) Thermo-mechanically treated bars/ cold twisted deformed steel bars |
| 15 | Steel work in welded built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc.complete as required.i) In grating, frames, guard bar, railing ,brackets, gates & similar works, all complete. |
| 16 | Centering shuttering including strutting, propping etc. and removal of form work for : i) Suspended floors , roofs , landings , balconies and access platform with MS plates & props. |
| 17 | Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc including cost of de-shuttering and decentring at all levels, over a hright of 3.5m, for every additional height of 1 metre or part thereof: Suspended floors, roofs, roof, landing, beams and balconies (Plan area to be measured).i)Suspended floors ,roofs, landings, balconies and access platform with MS plates & propsa) 3.5m to 4.5m- |
| 18 | Providing structural steel work riveted, bolted or weldedin built up sections, trusses and framed work including cutting, hoisting and fixing in position and applying a priming coat of approved steel primer all complete as required.A. For shutter, valves of ports, lifting arrangement of pumps etc.a) Frame (MS) : 169.302 Kgb) Shutter Plate (8 mm Thick) MS : 231.732 Kgc) Spacer (MS) : 52.092 Kgd) NUT (GM) : 41.616 Kge) Spindle 40 mm Dia (MS) : 68.229 Kgf)Guide Brush: 2.844 Kgg) Collar (MS) : 2.844 Kgh) Channel ISMC:100 (MS) : 33.12 Kgi) Coupling : 4.437 Kgj) M 10 Nut & bolts : 12.00 Kgk) Angle IAS-65x65x6 : 62.64 Kgl) Head Stock (CI) : 186.42 Kgm) CI wheel (CI) : 6.00 Kgn) MS Fine screen of steel wire fabric for intake well port : 41.85 Kgo) Chain Pully : 202.64 KgTotal |
| 19 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flat,square or solid round bars etc. all completei. Fixed to steel windows by welding |
| 20 | SUB-HEAD : Fabrication, Supply and Erectionfor35.00 mtr Steel Foot Bridge |
| 21 | Providing structural steel work riveted, bolted or weldedin built up sections, trusses and framed work including cutting, hoisting and fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 22 | Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primercomplete asrequired.G.I pipes |
| 23 | Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade over an under coat of suitable shade with ordinary paint of approved brand & manufacture.[Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 24 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required: i) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete |
| 25 | SUB-HEAD : Construction of RCC Abutment |
| 26 | Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporay casing of appropriate length for setting out and removal ofsame and the length of pile to be embedded in the pile cap etc. by percussion drilling using Direct Mud Circulation (DMC) or Bailer and Chisel Technique by Tripod and Mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads.( Length of pile for payment shall be measured upto the bottom of pile cap ). Note: Truck Mounted rotary/ TMR/Tubewell Boring Machine shall not be used.a.450 mm Dia |
| 27 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding allcomplete upto floor five level.i) Thermo-mechanically treated bars/ cold twisted deformed steel bars |
| 28 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding allcomplete upto floor five level.i) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brickaggregate of 40 mm nominal size) |
| 29 | Providing and laying in position specified grade ofreinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level.i)1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size) |
| 30 | Centering shuttering including struttings, propping etc. and removal of form work for :i) Foundations, footings, bases for columns etc. for mass concrete with timber plank. |
| 31 | ii) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters |
| 32 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5(Haulage of materials by tipper / truck with a lead upto another 4000 mincluding cost of loading, unloading and stacking ) |
| 33 | Brick soling II)Flat Brick soling:-Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.) |
| 34 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.Ordinary SoilUpto 3 m depth |
| 35 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).P.C.C grade M 10Nominal mix 1:3:6 (Hand mixing) |
| 36 | Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203. Brick masonry in 1:4 cement mortar |
| 37 | SUB-HEAD : Construction of Raw Water Pump House |
| 38 | Reinforcement cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, colounns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement.In plinth & skirting courses, fillets, columns, pillars, post & strutsii. 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size) |
| 39 | Reinforced cement concrete work in beams, suspended floors, roofs having slope 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-a) RCC work in suspended floors, roofs having slope upto 150 landings, balconies, shelves, chajjas.i. 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size) |
| 40 | b) RCC work in work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase.ii. 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size) |
| 41 | Reinforcement for RCC works including straightening, cutting, bendingall complete upto floor five leveli) Thermo-mechanically treated bars/ cold twisted deformed steel bars |
| 42 | Centering shuttering including strutting, propping etc. and removal of form work for :iii)Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. |
| 43 | iv) Suspended floors ,roofs, landings, balconies and access platform with MS plates & props |
| 44 | i) Columns, Pillars,Piers, Abutments, Posts and Struts with M.S. shutters |
| 45 | iv) Weather shade, Chajjas,corbels etc., including edges. |
| 46 | v)Edges of slabs and breaks in floors and walls under 20 cm |
| 47 | Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc including cost of de-shuttering and decentring at all levels, over a hright of 3.5m, for every additional height of 1 metre or part thereof: Suspended floors, roofs, roof, landing, beams and balconies (Plan area to be measured).i)Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. a) Roof Beam |
| 48 | ii)Suspended floors ,roofs, landings, balconies and access platform with MS plates & propsa) Roof slab |
| 49 | iii) Columns, Pillars,Piers, Abutments, Posts and Struts with M.S. shuttersa) Column (24.60m - 25.60m) |
| 50 | b) Column (25.60m - 26.95 m) |
| 51 | iv)Edges of slabs and breaks in floors and walls under 20 cm |
| 52 | First class brick work in superstructure above plinth level & upto floor five level including cost of all materials as required complete:-i)In Cement mortar 1:6 ( 1 cement : 6 fine sand ) |
| 53 | Steel work in welded built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc.complete as required .i) In grating, frames, guard bar, railing ,brackets, gates & similar works, all complete. |
| 54 | Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required. i) G.I Pipes |
| 55 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and joined together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 275mm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters and with handles, hold fast including embedding in cement concrete of required grade required for fixing in position, all necessary fitting, including applying of approved steel primer etc. complete as required.i. 80 x 1.25 mm MS laths with 1.25 mm thick top cover |
| 56 | Providing and fixing1 mm thick M.S. sheet door with frame of (40 x 40 x 6) mm angle iron and 3 mmM.S. gusset plates at the junctions and corners, & with cleats with bolts & nust, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fitting, including applying a priming coat of approvedsteel primer etc complete as requiredi) Using M.S. angels 40x40x6 mm for diagonal braces |
| 57 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 58 | Providing and fixing panelling or panelling andglazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for paneled or paneled and glazed shutters 25 to 40 mmthick.Local teakwood 16 mm thick |
| 59 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.i. Fixed to steel windows by welding |
| 60 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :i) 150 x 10 mm |
| 61 | 6 mm cement plaster of mix:i) In cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 62 | 20 mm cement plaster of mix :i) In cement mortar 1:6 ( 1 cement : 6 fine sand ) |
| 63 | 15 mm cement plaster on the rough side of single or half brick wall of mix:i) In cement mortar 1:6 ( 1 cement : 6 fine sand |
| 64 | Distempering with oil bound washable distemper of approved brand and manufacture and of required shade on new work ( two or more coats ), over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 65 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. |
| 66 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.67 litre/10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 67 | Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade over an under coat of suitable shade with ordinary paint of approved brand and manufacture. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 68 | Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete.i)50 mm thick with 20 mm well burnt brick aggregate |
| 69 | Grading roof for water proofing treatment [Payment shall be made after submission of the product performance shall carry guaranteed for 7 years against any leakage] complete as required as per direction of the Engineer-in-charge with :Cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 70 | SUB-HEAD : Vertical Turbine Pump with Motor |
| 71 | Supplying and commissioning of 45 KW vertical hollow shaft SPDP squirrel case induction motor, operating at synchronous speed of 1500 RPM, suitable for 3 pohase Kirlaskar / Jyoti/KEC make of 415±10% volt, 50 Hz, AC power, star-Delta starting and provided with non reversible retainer and thrust bearing housing to make pump thrust as per IS:325 complete suitable for 40000 x 60 mtr. head VT pump for boostingof clae water to the OHT at Kamalpur as per direction of the Engineer-in-charge. |
| 72 | Supplying and commissioning of 40000 GPH X 60 mtr. haed 1470 RPM, 4(four) stages water lubriucated vertical turbine pump as per IS:318 ( Adjustment shall be such that run free in all installed condition) and impeller shaft shall be of 12 % chromium stell confirming to IS:1570(latest) of WPIL/GRSE/KIRLASKAR /GRW make in/c. 30 feet of 200 mm x 30 m threaded column & shaft assembly with basket stainer suitable for lifting of raw water from intake well to the SWTP complete in all respect as per direction of Engineer-in-charge. |
| 73 | Providing and fitting fixing steel sheet enclosed switch fuse unit(suitable for DIN fuses), triple pole with Neutral Link (TPN),415/500 Volt, L & T / Havells / BCH make etc. completeas per specification and direction of the Engineer-in-charge. i) 200 amps |
| 74 | Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge. |
| 75 | Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge.50 sqmm |
| 76 | Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 77 | Providing and fitting fixing of moving iron type, Range 0-100/0-200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 78 | Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge 128-160 aMPS |
| 79 | Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) ,laying of 4 mm dia GI wire from earth electrode to panel,including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.For 3 phase connection with 4.oo mtr. Long G.I pipe |
| 80 | Providing and fixing C.I. non-return valveofapproved quality as perof CPWD specification and direction of the Engineer - in - charge.200 mm nominal bore |
| 81 | Providing andfixing CIDF Butterfly valvewith bolts, nuts, rubber insertionsetc. complete as perCPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tappers etc if required will be paid separately )200 mm dia |
| 82 | Providing andfixing DI specials as perCPWD specification and direction of the Engineer - in - charge. D.I. Double Socketted tapper.250 x 200 mm dia |
| 83 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inchx 9 feet ), nuts & bolts etc. for irrection of the same by1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and paintingtwo ormore coats & plastic paint as per specification and direction of the Engineer-in-charge. |
| 84 | Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitorL & T make etc. completeas per specification and direction of the Engineer-in-charge.5-15 kVAr 440 V |
| 85 | 3 ton capacity Chain pully with chain & Mechanical arrangement |
| 86 | Providing and fitting fixing3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder completeas per specification and direction of the Engineer-in-charge. |
| 87 | SUB-HEAD : RawWater Rising Main |
| 88 | Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-9 Pipes conforming to IS : 8329 as perCPWD specification and direction of the Engineer - in - charge.250 mm dia Ductile Iron Class K-9 pipes. |
| 89 | Charges for push-on (Tyton ) joints to centrifugually (Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as perCPWD specification and direction of the Engineer - in - charge. |
| 90 | Providing lead chaulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead as perCPWD specification and direction of the Engineer - in - charge. |
| 91 | Providing andfixing DI specials as perCPWD specification and direction of the Engineer - in - charge.D.I Flanged Socketted tail piece 250 mm dia |
| 92 | D.I Flanged Spigotted tail piece 250 mm dia |
| 93 | D.I all socketted bend 90 degree 250 mm dia |
| 94 | D.I all socketted bend 22.5 degree 250 mm dia |
| 95 | D.I all socketted Tee 250 x 250 x 250 mm dia |
| 96 | D.I all socketted bend 45 degree 250 mm dia |
| 97 | Excavating trenches of required width for pipes, cable etc. in/c excavating for sockets & dressing of sides, where required, ramming of bottoms, depth up to 1500mm in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layers not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per chapter-2 of CPWD specification and direction of the Engineer-in-charge.B) For GI/CI/DI pipes in new work.a) In all kinds of soil.ii) For pipes exceeding 90mm dia. but not exceeding 300mm dia. |
| 98 | Providing and fixing C.I. non-return valveofapproved quality as perof CPWD specification and direction of the Engineer - in – charge250 mm dia |
| 99 | Providing andfixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertionsetc. complete as perCPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ).250 mm dia |
| 100 | Providing and layingflanged C.I. standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS : 1538 as perCPWD specification and direction of the Engineer - in - charge.i) Upto 300 mm dia |
| 101 | Providing and laying S & S C.I. standard specials such as tees, bends, collars, tapers, caps etc. ( Heavy class ) as perCPWD specification and direction of the Engineer - in - charge.upto 300 mm dia |
| 102 | Providing and Supplying of pig lead conforming to IS : 27 at site of work as perCPWD specification and direction of the Engineer - in - charge. |
