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| 1 | Construction of 01 (One) Nos. pump house and fitting fixing of all ncessary accessories. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. All kinds of soil |
| 4 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level |
| 6 | 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) |
| 7 | 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size) |
| 8 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 9 | 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 includingcement slurry, rounding of edges and strips etc. complete. i) 40 mm thick with 20 mm well burnt brick aggregate |
| 10 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 11 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- a) In plinth and skirting courses, fillets, columns, pillars, posts and struts etc i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings , balconies ,shelves, chajjas, lintels ,bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement. i)1:2:4(1 cement: 2 fine sand:4 graded well burnt brick aggregate 20 mm nominal size) |
| 13 | 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 |
| 14 | a)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 15 | a) Columns, pillars, piers, abutments, posts and struts with wooden plank |
| 16 | Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.i) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars |
| 17 | First class brick work in foundation and plinth including cost of all materials as required complete:-i) In cement mortar 1:4 (1 cement : 4 fine sand) |
| 18 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In Cement mortar 1:4 (1 cement:4 fine sand) |
| 19 | 15 mm cement plaster in Mix-. a) In cement mortar 1:4 (1 cement: 4 fine sand) |
| 20 | 12 mm cement plaster of mixi) In cement motar 1:4 (1 cement : 4 fine sand) |
| 21 | Neat cement punning. |
| 22 | Providing and fixing M.S round holding down bolts with nuts and washer plates complete as per standard design. |
| 23 | Providing and fixing MS bolts including nuts and washers complete as per standard design:- Upto 300mm length. |
| 24 | Welding by gas or electric plant including transportion of plant at site etc. complete as per standard design. |
| 25 | Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge.i) 150 mm dia. |
| 26 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners & with cleats with bolts & nuts, rivets, locking arrangements, handles, hooks & eyes, including embedding in cement concrete of required grade for fixing in position, all necessary fittings , including applying a priming coat of approved steel primer etc. complete as required:- i) Using flats 30x6mm for diagonal braces and central cross piece |
| 27 | 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 a)Fixed to steel windows by welding |
| 28 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.a) Hot finished welded type tubes |
| 29 | Providing corrugated G.S sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts nuts 8 mm diameter with bitumen and G.I limpet washer or with G.I limpet washer filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces) excluding the cost of purlin, rafters and trusses and including cutting to size and shapes wherever required |
| 30 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, 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] |
| 31 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : i) New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 32 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content [Payment shall be made after submission of Test Certificate issued by the Manufacturer]. i) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 33 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : i) New work (two or more coats) including a coat of appropriate steel primer but excluding a coat of mordant solution |
| 34 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:i) Two or more coats on new work |
| 35 | Lettering with black Japan paint of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer]. |
| 36 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / ply wood pannel board for fitting fixing of electrical items, in/c 2Nos. MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc.for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge. |
| 37 | 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. i. for 3-phase connection with 4.00 mtr. Long G.I pipe |
| 38 | Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relavent IS code for submersible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge. i. 4 Sq mm |
| 39 | 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 panel board as per specification and direction of the Engineer-in- charge. |
| 40 | 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. |
| 41 | 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. i. 50 HP/37 kw Relay range within 28-42 + 10%, |
| 42 | 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 / Havell\"s/HPL make etc. complete as per specification and direction of the Engineer-in-charge. i. 100 Amps, |
| 43 | 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. i) 80-100 Amps, |
| 44 | 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 panel board as per specification and direction of the Engineer-in-charge. i. 10 sqmm |
| 45 | Providing and fitting fixing 3 phase indicating lamp fitted with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge. |
| 46 | Installation of submersible pump with motor upto the depth of 100 ft by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (pump, motor with cable will be issued by the Department at free of cost but G.I. pipe of medium class for column assembly will be supplied by the agency at his cost). i.10000 GPH capacity with 100 mm dia. G.I. pipe and 10 mm thick GI flange. |
| 47 | Providing & fitting, fixing of 10000 GPHX76 mtr head water lubricated submersible pump of 150mm outer dia with maxm 10(ten) stages couplered with required wet and non-over loading submersible motor suitable for 340-440 bolts, 3 phase, 50 Hz AC supply and star delta method of starting along with 70.00 mtrs. PVC insulated 3 core flat copper cable of 6.0 sqmm conforming to relevant IS code for submersible motor with all ncessary equipments and fittings as required with suction case, strainer coupling key, vertical non-return valve cum discharge case as per direction of Engineer-in-Charge (DUKE/CALAMA/ KIRLOSKAR MAKE) |
| 48 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter-2 ofCPWD specification and direction of the Engineer - in – charge.A. For UPVC pipes in new works:-a. In all kinds of soil |
| 49 | i) For pipes not exceeding 90 mm dia |
| 50 | ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 51 | B)For G.I. / C.I. / D.I. pipes in new work i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 52 | Providing andlaying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. |
| 53 | A) 150 mm dia DI class K-7 pipes. |
| 54 | B) 100 mm dia DI class K-7 pipes. |
| 55 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cementconforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge.A. Class - 3 ( working pressure 6.0 kg /cmm sq) |
| 56 | i. 90 mm OD |
| 57 | ii. 110 mm OD |
| 58 | iii. 140 mm OD |
| 59 | Providing andfixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc.( the tail pieces if required will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge. |
| 60 | i. 80 mm dia.A. PN - 1.6 |
| 61 | ii. 100 mm dia.A. PN - 1.6 |
| 62 | iii. 150 mm dia.A. PN - 1.6 |
| 63 | Providing andfixing DI specials as perCPWD specification and direction of the Engineer - in - charge. |
| 64 | A. D.I. Double Socketted tapperi)150 x 125/100 mm dia |
| 65 | B. D.I. all socketted Bend 90 degreei)150 mm dia |
| 66 | ii) 100 mm dia |
| 67 | C. D.I. all socketted Bend 45 degreei)150 mm dia |
| 68 | ii) 100 mm dia |
| 69 | D. D.I. all socketted Bend 22.5 degreei)150 mm dia |
| 70 | ii) 100 mm dia |
| 71 | F. D.I. all socketted teei)150 x 150 x 150mm dia |
| 72 | ii)150 x 150x 100 mm dia |
| 73 | a) D.I. Flanged Socketted tail piecei) 150 mm dia |
| 74 | ii. 100 mm dia |
| 75 | iii. 80 mm dia |
| 76 | b) D.I. Flanged Spigotted tail piecei) 150 mm dia |
| 77 | ii. 100 mm dia |
| 78 | iii. 80 mm dia |
| 79 | Providing and fixing C.I. non-return valve of approved quality as perCPWD specification and direction of the Engineer-in- charge.i) 150 mm nominal bore |
| 80 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in -charge. |
| 81 | i. 90 x 90mm Dia |
| 82 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 83 | i. 90 mm Dia |
| 84 | ii. 110 mm dia |
| 85 | iii. 140 mm dia |
| 86 | Providing, fixing and laying flanged fabricated UPVC tail piece conforming to IS : 10124 ( Part 6 ) with G.I. flange ( 8 mm thick ) with solvent cement conforming to IS - 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge |
| 87 | (i) 90 mm dia |
| 88 | ii. 110 mm dia |
| 89 | iii. 140 mm dia |
| 90 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in -charge. |
| 91 | i. 90 mm Dia |
| 92 | ii. 110 mm dia |
| 93 | iii. 140 mm dia |
| 94 | Providing and fitting fixingbrass ferrule with C.I cover conformingto IS-2692 in/c boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge.i)10 mm nominal bore |
| 95 | Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan)including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a leadof 50 m. |
| 96 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 97 | Supplying and filling in plinth, under floor, foundations etc with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 98 | Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:-i) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 99 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 40 mm nominal size) |
| 100 | Providing and fixing G.I. Nipple of medium class as perCPWD specification and direction of the Engineer - in - charge. |
| 101 | i. 15 mm dia 75 mm long |
| 102 | ii. 15 mm dia 150 mm long |
| 103 | Providing and fixing brass bib cock of approved qualityi) 15 mm dia nominal bore |
| 104 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in – charge.i. 15 mm dia |
| 105 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.i. 15 mm dia |
| 106 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.i. 15 mm dia |
| 107 | Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge.B. by manual means . |
| 108 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in - charge.A. External work.i. 15 mm dia. nominal bore |
| 109 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately). |
| 110 | (a) 15 mm dia |
| 111 | (b) 32 mm dia |
| 112 | 300 & 1200 Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.i) Sand filling. |
| 113 | Laying flat brick soling on prepared subgrade (excluding the cost of bricks but including the cost of binding materials) 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. |
| 114 | WBM Grading 2 Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller/ vibratory roller in stages to proper grade and camber, applying andbrooming and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density \"Grading-2\" as per MoRT&H Technical Specification Clause 404. By Manual Means |
| 115 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503 |
| 116 | 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.Case - I : By Manual Means (I) Bitumen of VG-30 |
| 117 | Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.A By Manual Means Case - I : Type A(I) Bitumen of VG-30 |
| 118 | Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:-i) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 119 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 40 mm nominal size) |
| 120 | Providing, installation and commissioning of package type Iron Removal Plant comprising of Iron Removal Filter of dual media filter with anthracite coal, filter gravel, polypropelene double hexagonal nut strainer etc., mixing chamber for coagulants like sodium alluminates etc., oxidation chamber with manganese dioxide , metering pump for coagulantdosing, air compressor of suitable capacity with motor, back washing arrangements, disinfection with sodium hypochlorite solution through metering pump, all necessary pipes for raw water collection, inter connecting all the chambers, delivery outlet of 150 mm dia alongwith all related civil, mechanicaland Electrical works etc. complete as per approved drawing, process flow, technical specification and direction of the Engineer in charge. E. 10000 GPH Capacity |
| 121 | Operation upkeepment and maintenance of whole plant and other allied equipment etc including supplying and dosing necessary chemicals as per actual requirement and as per direction of the Engineer in charge( For 10000.00 GPH Capacity package type IRP) |
