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| 1 | i) Excavating trenches of required width for pipes,cables, etc. including excavation for sockets, dressing of sides where required, rammingof bottoms, depth up to 1500 mm (slope-1 in 200) including getting out the excavated soil and bacfilling 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 of CPWD specification and direction of the Er-in-charge. A. For UPVC pipes in new Work : (a) In all kinds of soilFor pipes not exceeding 90 mm dia. |
| 2 | ii)For pipes exceeding 90 mm dia. but not exceeding 300 mm dia. |
| 3 | Providing, fixing and laying rigid UPVC pipes cinforming to IS: 4985 jointing with couplers, of same class conforming to IS: 10124 Pt- II ) solvent cement conforming to IS: 14182 including testing of joints complete( but excluding thecost of specials like bends, tees, etc which will paid separately) as per CPWD specification and direction of the Engineer-in charge.....A) Class-3( Working pressure 6.0kg/cm2 ).i) 90 mm dia |
| 4 | ii) 110 mm dia. |
| 5 | iii) 140 mm dia |
| 6 | Providing and laying of flexible PVC pipeconforming to IS: 7634 ) complete as per specification and direction of the including testing of joints complete as per CPWD specification and direction of the Engineer-in charge(cost of earth work and fittings will be paid separately). 15 mm dia |
| 7 | ii) 25 mm dia |
| 8 | 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 Engg-in charge.i) 90 mm dia |
| 9 | i) 110 mm dia |
| 10 | i) 140 mm dia |
| 11 | Providing, fixing and laying fabricated UPVC socket/ coupler conforming to IS:10124(part 2) with solvent cement conforming to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engg-in charge. i) 90 mm dia |
| 12 | i) 110 mm dia |
| 13 | i) 140 mm dia |
| 14 | 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 perCPWD specification and direction of the Engg-in charge. i) 90 mm dia |
| 15 | i) 110 mm dia |
| 16 | i) 140 mm dia |
| 17 | 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 Engg-in-charge.i) 90x90mm dia |
| 18 | i) 110 x 110 mm dia |
| 19 | i) 140 x 140 mm dia |
| 20 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS:10124(part 3) with solvent cement conforming to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engg-in charge.i) 110 x 90 mm dia |
| 21 | i) 140 x 110 mm dia |
| 22 | i) 160 x 140 mm dia |
| 23 | Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8mm thiak) conforming to IS:10124 (part 6) with solvent cement conforming to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engg-in-charge. i) 90 mm dia |
| 24 | i) 110 mm dia |
| 25 | i) 140 mm dia |
| 26 | Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. i) By manual meansnt mortar 1:4 ( 1 cement : 4 fine sand ). |
| 27 | Providing and fixing G.I. pipes of medium class as per IS: 1239 with latest amendment complete with G.I. fittings and clamps including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge.A) External work(i ) 40 mm dia. nominal bore |
| 28 | Providing and fixing brass ferrule with CI cover conforming to IS: 2692 in/c boring and tapping the main as per CPWD specification and direction of the Er-in-charge. i) 15 mmnominal bore |
| 29 | Providing and fitting fixing PVC/plastic bib cock conforming to IS:9763 in hydrants points at different locations as per CPWD specification and direction of the Er-in-charge. i) 15 mmdia plastic bib cock. |
| 30 | Providing and fitting fixing G.I. Nipple as per CPWD specification and direction of the Er-in-charge. i) 15 mm dia 75mm long. |
| 31 | Providing and fitting fixing G.I. bend/elbow in the pipe line incliding testing of joints complete as per CPWD specification and direction of the Er-in-charge. i) 15 mm dia. |
| 32 | Providing and fitting fixing G.I. socket as per CPWD specification and direction of the Er-in-charge.i) 15 mm dia. |
| 33 | Providing and fitting fixing G.I. union as per CPWD specification and direction of the Er-in-charge. i) 15 mm dia. |
| 34 | i) 32 mm dia. |
| 35 | Charges for repairing of leakage in UPVC / HDPE pipe linewith PVC coupler & solvent cement etc. including necessary earth excavation, 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. complete as per specification & direction of the Engineer-incharge. i) 90 mm dia |
| 36 | i) 110 mm dia |
| 37 | i) 140 mm dia |
| 38 | Providing and fixing C.I. sluice valves(with cap) complete with bolts, nuts, rubber insertions etc.(the tail pieces if required will be paid separately) as per CPWD specification and direction of the Engg in-charge. i) 100 mm dia (PN- 1.0) |
| 39 | ii) 125 mm dia (PN- 1.0) |
| 40 | iii) 150 mm dia (PN- 1.0) |
| 41 | Providing and fixing DI specials as per chapter 20 of CPWDspecification and direction of the Engg-in-charge….. i) Upto 300 mm dia.A) D.I. all socketed tee i) 150 x 150 x 100 mm dia. |
| 42 | ii) 150 x 150 x 150 mm dia. |
| 43 | B) D.I. Flanged Socketted tail piece. i)150 mm dia. |
| 44 | C) D.I. Flanged Spigotted tail piece.i) 150 mm dia. |
| 45 | D) D.I. all Socketed Bend 45 degree.i) 150 mm dia. |
| 46 | Providing and fixing C.I.non-return valve of approed quality as perCPWDspecification and direction of the Engineer-in-charge. i)100 mm nominal bore |
| 47 | 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(Sluice valve chamber( 8 nos) |
| 48 | 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. (Sluice valve chamber( 8 nos) |
| 49 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering :- All work upto plinth level i) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)Sluice valve chamber( 8 nos) |
| 50 | First class brick work in foundation and plinth including cost of all materials as required complete:-A) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 51 | 12 mm cement plaster of mix.i) In cement mortar 1 : 4 (1 cement : 4 fine sand ) |
| 52 | Neat cement punning |
| 53 | Charges for dismantling PVC/ HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts 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. complete as per specification and direction of the Engineer.-in charge. i) 90 mm dia |
| 54 | i) 110 mm dia |
| 55 | i) 140 mm dia |
| 56 | Clearing of deposited iron inside of laid PVC pipe line ( 90/110/140 mm dia ) in/c. excavating trenches for 100 mtr laid pipeline of required width and depth after 20 mtr distance and 3 mtr. long in every 100 mtr. clearing through UPVC coil pipe and laying the same with necessary coupler and solvent cement ( solvent cement, coupler etc. will be issued by theDepartment at free of cost). |
| 57 | Clearing of deposited iron inside of laying of C.I. pipe line in different dia( 80 / 100/125/150 mm dia. ) and dismantaling old C.I. pipe in/c trenching, refilling etc. for 100 mtr.Lead pipe line of required width and depth cutting earth in 25 mtr distance and 12.00 mtr long in each i.e. 36 mtr trenches cutting for every 100 mtr pipe iron through UPVC coil pipe after clearing, washing, laying the same with rubber gasket, pipe lead joints as per direction of the Engineer-in-charge 9 pig lead will be issued by the dept. at free of cost and rubber gasket and T & P will be arrange by the agency). |
| 58 | Providing & fitting fixing of2500 GPH capacity & 5 HP, 76mtr Head minimum 3 star rating water lubricated submersible pump motor set of maximum 150 mm outlet dia with maximum 8(Eight) stages coupled with reqd water & non over loading submersible pump & motor suitable for 340-440 volts, 3ph, 50Hz, AC supply and star delta method of starting along with35 mtr 1 x 2 x 3 x 4 sqm jointless pvc 3 core double lengthflat cable(continous length) of suitable size fitted with submersible motor, suction case, stainer,coupling key, vertical non return valve cum discharge casein/cl supplying 10 nos suitableguard with clips & nuts & bolts ,2 (Two) pair M S Clampin/cl installation submersible pump motor upto the depth of 100 ft by GI Pipe(conforming to IS:1239 medium class as per direction of Er-in-charge conforming to terms & conditionof the contract ( Each pump with motor shall consist of stainless closed type impeller, CI Bowl, CI Discharge case, pump shaft(stainless steel), Bush(Bronze),shaft sleeve(Bronze/cromium), sand Guard widening, motor,stator,counter thrust plate,thrust plate,thrust bearing sagmentetc conforming to relevent BIS Codes.(G.I Flange,GI Column pipe will be issued by the Department at freeof cost). |
| 59 | Providing & fitting fixing of 5000 GPH capacity & 10 HP, 76mtr Head minimum 3 star rating water lubricated submersible pump motor set of maximum 100 mm outlet dia with maximum 7(Seven) stages coupled with reqd water & non over loading submersible pump & motor suitable for 340-440 volts, 3ph, 50Hz, AC supply and star delta method of starting along with35 mtr 1 x 2 x 3 x 4 sqm jointless pvc 3core double lengthflat cable(continous length) of suitable size fitted with submersible motor, suction case, stainer,coupling key, vertical non return valve cum discharge casein/cl supplying 10 nos suitableguard with clips & nuts & bolts ,2 (Two) pair M S Clampin/cl installation submersible pump motor upto the depth of 100 ft by GI Pipe(conforming to IS:1239 medium class as per direction of Er-in-charge conforming to terms & conditionof the contract ( Each pump with motor shall consist of stainless closed type impeller, CI Bowl, CI Discharge case, pump shaft(stainless steel), Bush(Bronze),shaft sleeve(Bronze/cromium), sand Guard widening, motor,stator,counter thrust plate,thrust plate,thrust bearing sagmentetc conforming to relevent BIS Codes.(G.I Flange,GI Column pipe will be issued by the Department at freeof cost). |
| 60 | Providing & fitting fixing of 10000 GPH capacity & 20 HP, 76mtr Head minimum 3 star rating water lubricated submersible pump motor set of maximum 150/200 mm outlet dia with maximum 7(Seven) stages coupled with reqd water & non over loading submersible pump & motor suitable for 340-440 volts, 3ph, 50Hz, AC supply and star delta method of starting along with35 mtr 1 x 2 x 3 x 4 sqm jointless pvc 3core double lengthflat cable(continous length) of suitable size fitted with submersible motor, suction case, stainer,coupling key, vertical non return valve cum discharge casein/cl supplying 10 nos suitableguard with clips & nuts & bolts ,2 (Two) pair M S Clampin/cl installation submersible pump motor upto the depth of 100 ft by GI Pipe(conforming to IS:1239 medium class as per direction of Er-in-charge conforming to terms & conditionof the contract ( Each pump with motor shall consist of stainless closed type impeller, CI Bowl, CI Discharge case, pump shaft(stainless steel), Bush(Bronze),shaft sleeve(Bronze/cromium), sand Guard widening, motor,stator,counter thrust plate,thrust plate,thrust bearing sagmentetc conforming to relevent BIS Codes.(G.I Flange,GI Column pipe will be issued by the Department at freeof cost). |
| 61 | Providing and fitting fixing of moving iron type, range 0 - 100 /0-200 amps, 96mm x96 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 anddirection of the Er-in-charge. |
| 62 | Providing and fitting fixing of moving iron type, range 0 - 500 V, 96 mmx96 mm size AC Volt meter (L&T/AE make) with selector switch as a electrical instrument of the panel board as per specification anddirection of the Er-in-charge. |
| 63 | Providing and fitting fixing of steel sheet enclosed switch fuse unit( suitable for DIN fuses), tripple pole with neutral link(TPN), 415/500 volt, L&T/Havels/BCH make etc complete as per specification anddirection of the Er-in-charge. i) 100 amps |
| 64 | Providing and fitting fixing of Fully Automatic star Delta type Motor Starter(3 ph. 50Hz, 415V, ) in steel sheet enclosure with Contractor and Timers etc complete suitable for submerssible pump, L&T,BCH,ABB makeas per specification anddirection of the Er-in-charge.i) 25 HP/18.5 kw Relay range within 13-21 + 10% |
| 65 | Providing and fitting fixing of Moulded Case Circuit Breaker(MCCB) of different Thermal release range415 + volt, 50 Hz ( L&T,BCH, ABB make ) as per specification anddirection of the Er-in-charge.i)50 - 60 Amps |
| 66 | 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 boardas per specification anddirection of the Engineer-in-charge. i) 16 sqmm |
| 67 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch( thickness) Gamair wood/ ply wood panel board for fitting fixing of electrical items, in/c 2 nos. MS angle post( size 2 inch x 2 inch x 9 feet), nuts & bolts etc for errection of the same by 1:1.5:3 cement conrete casting(1 feet x 1 feet x 2 feet) below the ground level and paintint two or more coats and plastic paintas per specification anddirection of the Er-in-charge. |
| 68 | Providing and fitting fixing single phasing preventor +selectable under voltage +selectable over voltage on delay 5 sec. & off delay 15 sec phase asymmetry 10% L & T/ BCH/HAVELS/SIEMENS etc. make complete as per specification and direction of the Engineer-in-charge. |
| 69 | Providing and fitting fixing 3 phase indicating lamp fitted with panel board with different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge. |
| 70 | 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 kind of soils. |
| 71 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.-All kind of soil |
| 72 | 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. |
| 73 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -i) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) |
| 74 | Providing and laying in position specified grade of reinforced cement concrete 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) |
| 75 | Centering shuttering including struttings, propping etc. and removal of form work for:A. with 1st class bricks i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 76 | ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 77 | iii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 78 | 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)1:2:4( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 79 | 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 |
| 80 | 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 ). |
| 81 | 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 1:4 ( 1 cement : 4 fine sand ). |
| 82 | Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete. |
| 83 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 84 | Providing and fixing M.S. round holding down bolts with nutsand washer complete as per standard design. |
| 85 | 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 and cost of glass strips etc. complete. i. 40 mm thick |
| 86 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers 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 purlins, rafters and trusses and including cutting to size and shape wherever required.i . 0.63mm thick with zinc coating not less than 275gm/m2 |
| 87 | Steel work in built up tubular(round, square or rectangular hollow tubes ettc.) 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.(i) Hot finished welded type (40 mm dia) |
| 88 | 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.-Fixed to steel windows by welding. |
| 89 | 12 mm cement plaster of mix. (i). Cement mortar 1:4(1 cement:4 fine sand) |
| 90 | Neat cement punning. |
| 91 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.84 kg/10 sqm) complete. |
| 92 | Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement, stoppers, handles, hold fast 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. |
| 93 | Providing hold fast of 40 x 5 mm flat iron including fixing to frame with 10 mm diameter bolts, nuts & wooden plugs and embedding in C.C. 1:3:6 (1 cement: 3 fine sand: 6 graded well burnt brick aggregate 20 mm nominal size) block of size 30 x 10 x 15 cm as per clauses of Chapter - 9 of CPWD specification. |
| 94 | Painting with synthetic enamel paint ( two or more coats )of required colour of approved brand and manufacture of new work to give an even shade. |
