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| 1 | Construction of 01 (One) Nos. pump house and fitting fixing of electrical 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 - 2/3 of item No.2 |
| 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: i). 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) |
| 6 | 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 |
| 7 | 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- i).1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size |
| 8 | 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) |
| 9 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 10 | a). Foundations, footings, bases for columns etc. for mass concrete with timber plan |
| 11 | b).Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 12 | c) Weather shade Chajjas corbels etc. including edges. |
| 13 | d) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 14 | e) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 15 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. i)Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 16 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. i)Thermo-Mechanically Treated bars/ Cold twisted deformed steel bar |
| 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:- i).In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 19 | 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 ) |
| 20 | Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete. |
| 21 | 12 mm cement plaster of mix i).In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 22 | Neat cement punning. |
| 23 | 6 mm cement plaster of mix : i).Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 24 | 15 mm cement plaster on the rough side of single or half brick wall of mix: |
| 25 | Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 26 | Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size) |
| 27 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 28 | 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. 1) 0.63mm thick with zinc coating not less than275gm/m2 |
| 29 | 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 arrangement, handles, hooks & eyes, pinlets 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. |
| 30 | 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 |
| 31 | 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] two or more coats on new works |
| 32 | 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 |
| 33 | 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]on new work( two or more coats applied @ 3.84 kg/10 sqm) complete. |
| 34 | 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.i) Hot finished welded type tubes |
| 35 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \\"L\\" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-in-charge. |
| 36 | Providing and fixing MS Grill of required pattern in frames of windows etc. With MS flat square or round bars etc. All complete. Fixed to steel windows by welding |
| 37 | Excavating trenches of required width for pipes, cables etc. in/c excavation for sockets and dressing of sides, where required ramming of bottom, depth up to 1500 mm ( Slope 1 in 200) in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layer not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed with all required lead as per Chapter-2 of CPWD specification & direction of the Engineer-in-Charge. |
| 38 | A).For UPVC pipes in new worka). in all kinds of soil i) For Pipes not exceeding 90 mm dia |
| 39 | A).For UPVC pipes in new worka). in all kinds of soil i). For pipes exceeding 90 mm dia but not exceeding 300 mm dia. |
| 40 | B).For GI/CI/DI pipes in new worka). in all kinds of soili). For pipes exceeding 90mm dia but not exceeding 300mm dia. |
| 41 | Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification nd direction of the Engineer-in-Charge. i).150 mm dia |
| 42 | 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 Engineer - in - charge. |
| 43 | i.150mm dia. (PN-1.6) |
| 44 | ii.100mm dia. (PN-1.6) |
| 45 | ii.80mm dia. (PN-1.6) |
| 46 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. |
| 47 | A) DI all socketted bend 90 |
| 48 | iii) 100 mm dia |
| 49 | iii) 150 mm dia |
| 50 | B) DI all socketted bend 450 |
| 51 | ii) 100 mm dia |
| 52 | iii) 125 mm dia |
| 53 | iv) 150 mm dia |
| 54 | C) DI all socketted bend 22.50 |
| 55 | ii) 100 mm dia |
| 56 | iii) 125 mm dia |
| 57 | iii) 150 mm dia |
| 58 | F) DI all socketted TEE |
| 59 | v) 150 x 150 x 100 mm dia |
| 60 | vi) 150 X 150 X 150 mm dia |
| 61 | G) DI Collar fiange socketted |
| 62 | ii) 100 mm dia |
| 63 | iii) 125 mm dia |
| 64 | iv) 150 mm dia |
| 65 | J) DI flanged socketted tail piece |
| 66 | ii) 80 mm dia |
| 67 | iii) 100 mm dia |
| 68 | iv) 150 mm dia |
| 69 | K) DI flanged spigotted tail piece |
| 70 | ii) 80 mm dia |
| 71 | iii) 100 mm dia |
| 72 | iv) 150 mm dia |
| 73 | Providing and laying 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. i. 100 mm dia Ductile Iron Class K-7 pipes. |
| 74 | ii. 125 mm dia Ductile Iron Class K-7 pipes. |
| 75 | iii 150 mm dia Ductile Iron Class K-7 pipes. |
| 76 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and excluding the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge a)100mm dia. |
| 77 | b)125mm dia. |
| 78 | C)150mm dia. |
| 79 | 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. i. 90 mm dia |
| 80 | ii. 110 mm dia |
| 81 | iii. 140 mm dia |
| 82 | iv. 40 mm dia |
| 83 | v. 50 mm dia |
| 84 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i. 90 mm dia |
| 85 | ii. 110 mm dia |
| 86 | iii. 140 mm dia |
| 87 | 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 pe CPWD specification and direction of the Engineer - in - charge. i. 90 x 90 mm dia |
| 88 | ii. 110 x 110 mm dia |
| 89 | iii. 140 x 140 mm dia |
| 90 | 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 Engineer - in - charge. i. 110 x 90 mm dia |
| 91 | ii. 140 x 110 mm dia |
| 92 | iii. 140 x 90 mm dia |
| 93 | Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) 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 Engineer - in - charge. i. 90 mm dia |
| 94 | ii. 110 mm dia |
| 95 | iii. 140 mm dia |
| 96 | 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. |
| 97 | Providing and fixing G.I. pipes medium 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 works i. 15 mm dia. nominal bore |
| 98 | ii. 40 mm dia. nominal bore |
| 99 | iii. 50 mm dia. nominal bore |
| 100 | iv. 80 mm dia nominal bore |
| 101 | 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 cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2) i. 40 mm OD |
| 102 | ii. 50 mm OD |
| 103 | iii. 90 mm dia. |
| 104 | iv. 110 mm dia |
| 105 | ii. 140 mm OD |
| 106 | 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). i. 15 mm dia. |
| 107 | Providing and fixing draining board with C.I. brackets including painting of brackets, cutting and making good the walls wherever required, as per CPWD specification and direction of the Engineer - in - charge. i. White glazed fire clay draining board of size 600 x 450 x 25mm |
| 108 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood pannel 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 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. |
| 109 | Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/sqcm.) as per relevant IS specification and the direction of the Engineer - in-charge. |
| 110 | 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. ii. For 3-phase connection with 4.00 mtr. Long G.I. Pipe. |
| 111 | Providing and fitting, fixing steel sheet enclosed switch fuse units (suitable for DIN fuse) triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havell’s /BCH make etc. complete as per specification and direction of the Engineer-in-Charge. iii.63 amps |
| 112 | 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. iii. 35 HP/37 kw Relay range within 28-42 + 10% |
| 113 | Providing and fitting fixing of moving iron type, Range 0-100/ 0-200 amps ,96mmX96mm 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. |
| 114 | Providing and fitting fixing of moving iron type, Range 0-500 V, 96mmX96mm size AC Volt meter( L&T/ AE make) with selector switch as a electrical instrument of the panel board as per specification and direction of the Engineer-in-Charge. |
| 115 | Providing and fitting, fixing 3 phase indicating lamps fitted with panel board with three different colour lamp complete with batten holder as per specification and direction of the Engineer-in-Charge. |
| 116 | Providing and fitting fixing with PVC insulated single core Multi strand 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. i. 10 sqmm |
| 117 | ii. 16 sqmm |
| 118 | Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of Thermal release range 415 + V, 50Hz (L &T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. i. 50-63 Amps, |
| 119 | Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.iii. 80 mm nominal bore. |
| 120 | Providing & fixing G.I. Pipe complete with necessary holes(12mm dia) and clamp in/c cutting and making etc.(internal work). a). 50 mm nominal bore |
| 121 | Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge. i. 50 mm dia. |
| 122 | ii. 65 mm dia. |
| 123 | iii. 80 mm dia. |
| 124 | iv. 100 mm dia. |
| 125 | Providing and fitting, fixing of 8 KVR capacitor non-metallic conductor, re-inforcement Type complete with clamps (L&T/Crompton make) as per direction of Engineer-in-Charge. |
| 126 | Providing and fitting, fixing of MS rest clamp for resting of whole assembly of the pump (550X100X10mm). |
| 127 | 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-incharge ( G.I. pipe will be provided by the agency at his own cost & risk). i. For 50 mm dia G.I. pipe with 10 mm thick GI flange |
| 128 | ii. For 65 mm dia G.I. pipe with 10 mm thick GI flange |
| 129 | iii. For 80 mm dia G.I. pipe with 10 mm thick GI flange |
| 130 | iv. For 100 mm dia G.I. pipe with 10 mm thick GI flange |
| 131 | Providing & fitting fixing of 10000 GPH x 76.00 mtr head water lubricated submersible pump of maximum 150 mm outer dia. with maximum 10(ten) stages coupled with required wet and non-over loading submersible motor suitable for 340-440 volts, 3 phase, 50 Hz, AC supply and star delta method of starting along with 70.00 mtr. PVC insulated 3 core flat Copper cable of 6.0 sqmm conforming to relevant IS code for submersible motor with all necessary 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 |
| 132 | Providing and fixing G.I. bend / elbow in the pipe line in/c testing of joints complete as per CPWD specification and direction the Engineer-in-charge. i) 15 mm Dia |
| 133 | i) 40 mm Dia |
| 134 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. i) 15 mm Dia |
| 135 | ii) 40 mm Dia |
| 136 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge. i)15 mm Dia |
| 137 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge. (i) 15mm dia PVC/ Plastic bib cock |
| 138 | Providing and fixing G.I. nipple of medium class as per CPWD Specification and direction of the Engineer-in-charge ii) 15 mm dia 150 mm long |
| 139 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 15 x 15 x 15 mm dia |
| 140 | ii) 40 x 40 x 40 mm dia |
| 141 | Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. i. 40 mm dia with 15 mm dia opening |
| 142 | ii. 50 mm dia with 15 mm dia opening |
| 143 | v. 90 mm dia with 15 mm dia opening |
| 144 | viii. 110 mm dia with 15 mm dia opening |
| 145 | xi. 140 mm dia with 15 mm dia opening |
| 146 | Providing and fitting fixing brass ferrule with C.I cover conforming to IS-2692 in/c boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge. i)10mm nominal bore. |
| 147 | Providing & fitting fixing of display board of JJM of size 12 inch x 8 inch (0.305 Mtr x 0.203 Mtr) with 12 mm MS Square Bar & 2 mm thick MS Sheet with necessary welding , painting, lettering & erected vertically in such a way bottom of the board shall be placed top of every hydrant post with 12 mm MS square bar stand etc complete as per specification & direction of the Engineer-in-Charge. |
| 148 | Providing & fitting fixing of hoarding cum display board of JJM of size 8 feet x 6 feet (2.40 Mtr x 1.80 Mtr) with frame comprising of 40 mm dia GI Pipe (medium class) around the board , 2 nos 25 x 25 x 4 mm size MS Horaizontal stiffener centrally placed & 2 mm thick MS sheet (2.40 Mtr x 1.80 Mtr) with necessary welding , paining, lettreing & erected vertically in such a way bottom of the board shall be placed 900 mm above the ground level with 2 Nos 40 mm dia GI pipe embedded in cement concrete block of 1:2:4 (1 cement : 2 fine sand: 4 graded well burnt brick aggregate 20 mm nominal size ) of 300 mm x 300 mm & 900 mm total depth out of which 150 mm shall be projected over GL etc. complete as per specification & direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
