Dtw Scheme At Kaulikura Under Kaulikura Gp Under Gournagar Block Sh Construction Of Pump House Installation Of Pump Motor With All Accessories And Laying Of Upvc Distribution System Complete During The Year 2021 22 Dtw Scheme At Kaulikura Under Kaulikura
Tender Overview
Project Description
Dtw Scheme At Kaulikura Under Kaulikura Gp Under Gournagar Block Sh Construction Of Pump House Installation Of Pump Motor With All Accessories And Laying Of Upvc Distribution System Complete During The Year 2021 22 Dtw Scheme At Kaulikura Under Kaulikura Gp Under Gournagar Block Sh Construction Of Pump House Installation Of Pump Motor With All Accessories And Laying Of Upvc Distribution System Complete During The Year 2021 22
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches ordrains (not exceeding 1.5 m in width or 10 sqm on plan)including dressing of sides and ramming of bottoms, liftupto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a leadof 50 m. All Kinds of Soil |
| 2 | 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 |
| 3 | 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. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:a) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) |
| 5 | b) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 6 | First class brick work in foundation and plinth including cost of all materials as required complete:- |
| 7 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-a)In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 8 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-a)In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 9 | \"Reinforced cement concrete work in walls (anythickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars,piers, abutments, posts and struts etc. upto floor fivelevel excluding cost of centring, shuttering, finishingand reinforcement\"i)1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 10 | 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 stair cases 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) |
| 11 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.\"a) Thermo-Mechanically Treated bars of grade Fe-500D or more\" |
| 12 | Centering shuttering including struttings, propping etc. and removal of form work for:a)Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 13 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 14 | c)Weather shade, Chajjas, corbels etc., including edges. |
| 15 | \" Providing and fixing in position 1mm thick M.S. sheetsliding-shutters with frame and diagonal braces of40x40x6mm angle iron and 3mm M.S. gusset plates at thejunction and corners 25mm dia pulley, 40x40x6mmangle and T-iron guide sufficiently long at the top andbottom respectively, channels & with bolts, nuts, rivets,locking arrangement, stoppers, handles, hold fastincluding embedding in cement concrete of requiredgrade for fixing in position, all necessary fittings,including applying a priming coat of approved steelprimer etc. complete as required.\"For Door & Windows Total= |
| 16 | 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. |
| 17 | Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete. |
| 18 | Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete. |
| 19 | Providing structural steel work in single section fixed withorwithout connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 20 | 12 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete.a)In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 21 | 15 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete.a)In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 22 | 6 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete.a) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 23 | Neat cement punning. |
| 24 | \"Finishing walls with premium acrylic smooth exteriorpaint of required shade of approved brand andmanufacture on old work ( one or more coats )including preparation of surface as required completeas per direction of the Engineer in charge.\" |
| 25 | \"Finishing with epoxy paint ( one or more coats ) ofapproved brand and manufacture at all locationsprepared and applied as per manufacturer\"sspecification on old work including preparation ofsurface etc. as required complete as per direction of theEngineer in charge:-\"On steel work. |
| 26 | \"Painting on G.S. sheet with synthetic enamel paint ( oneor more coats ) of approved brand and manufacture ofrequired colour to give an even shade on old workincluding preparation of surface as required completeas per direction of the Engineer in charge:-\" |
| 27 | Providing and fixing soft wood (chamal) EVE board 25 mm thick and 225 mm. Wide including painting two coats complete as directed. |
| 28 | Providing and fitting fixing of 7500 GPH x 76 mtr head water lubricated submersible pump of maximum 150 mm outer dia with maximum 10(ten) stages coupled with required wet and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50 hz, A.C supply and star delts method of starting along with 35 mtrs x 2 x 3 x 4 sqmm jointless PVC (Three) core double length flat cable (continuous length ) of suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non-return valve cum discharge case including supplying of 10 nos suitable cable guard with clips & nuts & bolts, 2(two) pair M.S column clamps including testing & commissioning etc complete as per direction of the Engineer-in-chage, conforming to terms & conditions of the contract ( each pump with motor shall consist of stainless steel closed type impeller, C.I bowl, C.I discharge case, pump shaft (stainless steel), bush (bronze), shaft sleeve (bronze / chromium), sand guard, winding rotor, stator, counter thrust plate, thrust plate, thrust bearing, sagment etc conforming to relevant BIS codes. |
| 29 | Providing& fitting fixing of pannel board of local teak wood for fitting & fixing of electrical items including 2 nos. MS angle post ( Size 50X50X6mm 2.80 Mtr. long) nuts& bolts etc. for errection of the same by 1 : 1.5 : 3 cement concreate casting (1feetX1feetX2feet) below the ground level and painting two or more coats of synthetic enamel paint on primeras perdirection of Engineer-in-Charge.Size 1.20X1.20X0.025 mtr. |
| 30 | Supplying & fitting fixing of 7/16 Copper Wire with all electrical equipments including trial run etc. complete (ISI Marked) on the pannel board of approved quality. |
| 31 | Providing & fabrication of column pipe including fitting fixing of G.I. flange by cutting the GI pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. long and welding the same with GI flange as per specification and direction of the Engineer-in-charge ( G.I. pipe will be provided by the agency at his own cost & risk). |
| 32 | Supplying and fitting fixing AC Voltmeter (Moving Iron) on the panel board of approved quality. |
| 33 | Supplying and fitting fixing AC Ammeter (Moving Iron) on the panel board of approved quality. |
| 34 | Supplying and fitting fixing of selector switch on the panel board of approved quality. |
| 35 | Providing & fixing 200 Amps busbar of size 600X 450X100 mm with 4 nos. copper strip of size 450X40X4 mm of approved quality. |
| 36 | Providing& fitting fixing of Fully Automatic Star Delta type Motor startar ( 3ph, 50 Hz, 415V 25HP/18.7 kw Relay range within 17-25) in steel sheet enclosure with Conductor , Timer etc. complete suitable for motor pumpHavells/L&T/BCH make as perdirection of Engineer-in-Charge. |
| 37 | Providing& fitting fixing Steel sheet enclosed switch Fuse unit ( Suitable for DIN fuse) triple pole with Neutral Link (TPN) , 415/500 Volt,complete as per direction of Engineer-in-Charge.a) Current range 63 Amps. |
| 38 | b) Current range 200 Amps. |
| 39 | Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , 2.50 mtr. Long , 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. |
| 40 | 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 |
| 41 | Providing and fixing C.I. non-return valve of approved quality as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.i). 125 mm dia. |
| 42 | Providing and fitting fixing of M.S shore manifold made with 3mmthick MS sheet of size one way 315 mm dia & three way 125 mm diamade with suitable flange(all end) including coating with sheetprimer(tailpiece if required will be paid separately) including properalignment with pipe line & earth cutting ,backfilling complete as perdirection of Engineer-in-charge. |
| 43 | Supplying and fitting fixing of full threaded nut bolts. |
| 44 | Excavating trenches of required width for pipes, cables, etc.including excavation for sockets and dressing of sides ramming ofbottoms , depth minimum 1.25m including getting out theexcavated soil and then returning the soil as required in layers notexceeding 20 cm in depth including consolidating each depositedlayers by ramming watering etc. and disposal of surplus excavatedsoil as directed within a lead of 50 m as per CPWD Specification &direction of Engineer-in-charge. A) All kinds of soil (WR-2020) \"a) Pipe , cables etc. exceeding 75mm dia but not exceeding 160 mm dia . |
| 45 | b) Pipe , cables etc. exceeding 200 mm dia but not exceeding 315mm dia . |
| 46 | Providing and laying different dia rigid UPVC pipes of WorkingPressure 2.5 kg/4.0 kg/ sq.cm. complete with necessary coupler andsolvent cement as per CPWD Specification & direction of Engineerin-charge.(WR-2020)a)250 mm dia. |
| 47 | b). 200mm dia |
| 48 | c). 160mm dia . |
| 49 | d). 140 mm dia. |
| 50 | e)110mm dia. |
| 51 | f) 90mm dia. |
| 52 | Providing & fixingof rigid UPVCsocket (Coupler) suitable for UPVC pipes as perspecification complete withsolvent cement joints. (Working pressure 2.50./4.00 Kg /cm.2) a).250 mm dia (4.00 kg/cm2). |
| 53 | b). 200mm dia (4.00 kg/cm2). |
| 54 | c). 160mm dia (2.50 kg/cm2). |
| 55 | d). 140mm dia (2.50 kg/cm2). |
| 56 | e)110mm dia.(2.50 kg/cm2). |
| 57 | f) 90mm dia.(2.50kg/cm2). |
| 58 | Providing & fixing of rigid UPVC reducing socket ( one site lower at one end both end socketed suitable forUPVC pipe as per IS specification complete with solvent cement joints (Working pressure 2.50 Kg./4.00/cm.2)(WR-2020) a) 250x 200mm dia. |
| 59 | b) 200x 160 mm dia |
| 60 | c) 160x140mm dia. |
| 61 | d) 140x110mm dia. |
| 62 | e) 110x90 mm dia |
| 63 | Providing & fitting fixing rigid UPVC bend(30 degree,45 degree,60degree, 90 degree) for UPVC pipes as per IS specification of Workingpressure 2.5/4.0 kg/sq.cm as per CPWD Specification & direction ofEngineer-in-charge.a. 200mm dia |
| 64 | b. 160mm dia. |
| 65 | c. 140mm dia. |
| 66 | d. 110 mm dia. |
| 67 | e. 90 mm dia. |
| 68 | Providing and fitting fixing of different dia rigid UPVC equal Tee(including earth cutting & backfilling all socketted) suitable forpipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cmconfirming to IS: 10124 (Part-V) as per CPWD Specification &direction of Engineer-in-charge. a) 200x200x200 mm dia |
| 69 | b) 160x160x160 mm dia |
| 70 | c) 140x140x140 mm dia |
| 71 | d) 110x110x110 mm dia |
| 72 | e) 90x90x90 mm dia |
| 73 | f. 160x160x110 mm dia. |
| 74 | g. 160x160x90 mm dia. |
| 75 | h. 140x140x110 mm dia. |
| 76 | i. 140x140x90 mm dia. |
| 77 | j. 110x110x90 mm dia. |
| 78 | Providing and fitting fixing of G.I hydrant suitable for PVC pipes asper standard specification complete as per direction of Engineer-incharge (Rate excluding the cost of NTP control valve).80X50 mm dia |
| 79 | Providing & fixing rigid UPVCend cap suitablefor pipes as per IS specification complete with cement solvent joints.(W/P-2.0/4.00kg/cm2). 110mm dia . |
| 80 | 90mm dia . |
| 81 | Providing and fixing C.I sluice valves (with cap ) complete with bolts, nuts, rubber insertions. (the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer-in-charge.[DWS\"2015 Item No.2.26]a)200mm dia PN-1.6 |
| 82 | b)150mm dia PN-1.6 |
| 83 | c)125mm dia PN-1.6 |
| 84 | \"Labour charge for fitting fixing of CI sluice valve class-I with capcomplete by providing nuts and bolts, 3mm thick rubber insertionetc.(Tail piece if required will be paid separately) (only C.I sluice valveclass-I with will be supplied by deptt. at free of cost) (WR-2020)\"a)250 mm dia. |
| 85 | b)125 mm dia. |
| 86 | Providing & fitting fixing C.I tail piece of approved quality at site of work.(WR-2020)a). 150mm dia |
| 87 | b). 125 mm dia. |
| 88 | Labour charge for cherra/Road crossing with GI pipe as per direction of the Engineer-in-charge.a). 150 mm dia |
| 89 | b). 125 mm dia |
| 90 | Providing and fixing G.I. pipes of heavy class as per I.S. 1239 with latest amendment complete with G.I. fittings i/c trenching refilling cutting and making good the walls etc. complete as per chapter 20of CPWD specification and direction of the Engineer-in -Charge. [DWS\"2015 Item No.2.11] (External work)a) 125 mm dia nominal bore |
| 91 | b) 150 mm dia nominal bore |
| 92 | Supplying & fitting fixing of GI . bend of approved quality.(WR-2020)i). 150 mm dia. |
| 93 | ii). 125 mm dia. |
| 94 | Providing & fitting fixing M.S flange (10mm thick) at site of work of approved quality.(WR-2020)i). 150 mm dia. |
| 95 | ii). 125 mm dia. |
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